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Mmm.. taste the original NoosaWatch™

Council archive · source document

20160557 - OPS Works Plans · OPW17/0036

Attached to the e-mail FW OPW170036 - FW Operational Works Application - 36 Arakoon Cres Sunshine Beach .msg.

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                                                                                                                                                                                                                                             FRO
                                       1                                                                  2                                  3                         4                                            5                                                            6                                                                                                        7                                                                   8                                                                                          9                                                                                                                       10                                                                       11                                                        12




                                                                                                                                                                                                                                           N
                                                                                                                                                                                                                                        NLY
                                                                                                                                                                                                                                       ATIO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TH
                                                                                                                                                                                                                                       O
           A                                                                                                                                                                                                                                                                                                    EXISTING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           O
                                                                                                                                                                                                                                                                                                                TIMBER FENCE




                                                                                                                                                                                                                                     C
                                                                                                                                                                                                                                     Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     N
                                                                                                                                                                                                                                    O
                                                                                                                                                                                                                          BUIL SURVE
                                                                                                                                                                                                                                  GL
                                                                           23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NEIGHBOURING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        30.5
                                                                                                                        24



                                                                                                                                                 25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                 N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   30.3


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6
                                                                                                                                                                             26




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             30.3
                                                                                                                                                                                                                              D I
                                                                                                                                                                                                                                                                                                                                                                                  10                                                                    9
                                                                                                                                        40.234




                                                                                                                                                                                                                           2005
                                                                                                                                                                                                                   27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                        9826-016                                                             9826-015




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         30.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        30.4
                                                                                                                                         24°14'                                                                                                                      28                                                                                                                                                 BIN                                                                                           8                                                           7                                                                             6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
           B                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     30.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    30.63
                                                                                                                                                                                                                                                                                                                                                                                                                        ENCLOSURE                                                                            9826-015                                            9826-014                                                                       9826-014




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      r
                                                                                                                                                                 4504




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Sewe
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   30
                                                                                                                                                                                        RP81




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LL
                                                                                                                                                                                      A                                                                                                                                                                                                                                EXTENT O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  M
                                                                                                                                                                                   nt
                                                                                                                                                                                                                                                                                                                                                                                                                                               2E9D GROUND
                                                                                                                                                                            Ease me                                                                                                                                                                                                                                            F        STABILIS                                                                                                                                                                                                                            EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               30.07
                                                                                                                                                                                                                                 1200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .3     7
                                                                                                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TIMBER
                                                                                                                                                                                                                                                        9826-013                                                                                                                                                                                                                                                                                                                                                                                                            FENCE                                                                               EDGE OF EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       29.89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       29.5
                                                                                                                                                                                                                                                                                                            28.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                29.7
                                                                                                                                                                                                           NEW                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DRIVEWAY &




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   30
                                                                                                                                                                                                                                                                                                            150




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29.8
                                                                                                                                                                                                           RETAINING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STAIRS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .248
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         30.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 GATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               30.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               29.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (TO BE REMOVED)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            29.7
                                                                                                                                                                                                           WALL BELOW




                                                                                                                                                                                                                                                                                                                                                                                                                                         5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6
                                                                                                                                                                                                                                                                                                        3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                                                                                                                     27.9
                                                                                                                                                                                                                                                                                                    27.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    30.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  29.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                      2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    29.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C




                                                                                                                                                                                                                                                                                                                                                                                                                                                  27.5
           C




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30.2
                                                                                                                                                                                                                                                                                                                                                                                                      27.75




                                                                                                                                                                                                                                                                                                                                                                                          27.11
                                                                                                                                                                                                                                                                                                                                                                        26.92
                                                                                                                                                                                                                                                                                                                                                    26.74




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    150




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                30.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               28.72




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           29.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 28.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        28.99




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .38

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                            1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                29.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   30.2
                                                                                                                                                                                                                                                                                       25.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30154




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                                        3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                29.7
                                                                                                                                                                                                                                                                                                                                                 3




                                                                                                                                                                                                                                                                                                                                                                                                                                                    5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXTENT OF STABILISED GROUND
                                                                                                                                                                                                                                                                                                                                                                                                                                    27.3
                                                                                                                                                                                                                                                                                                                                                                                              27.10
                                                                                                                                                                                                                                                                                                                                                                        26.91




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6
                                                                                                                                                                                                                                                                                                                                       264.7 26.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                27.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                           26.73




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       28.1.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             29.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  27.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             28.5

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     28.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       29.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 28.81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        28
                                                                                                                                                                                                                                                                                                                                            3
                                                                                                                                                                                                                                                                                               11
                                                                                                                                                                                                                                                                                          26.5.33




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        28.99




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29.9
                                                                                                                                                                                                                                                                                                                                                                                                       27.12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           29.17
                                                                                                                                                                                                                                                                                          26.7




                                                                                                                                                                                                                                                                                                                                     26.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          30.33




                                                                                                                                                                                                                                                                                         25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  29780




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     29.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9826-013




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            29.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          28.7

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                                                                        
Full text of sections 2 to 11 (of 13)

Section 2

600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               28.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .26
                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                                                       26.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30
                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                   25.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4      2                                             EDGE OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                30.




                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                26.7
                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ASPHALT




                                                                                                                                                                                                                                                        25.5
           D




                                                                                                                                                                                                                                                                                                                                                          2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GRATED DRAIN




                                                                                                                                                                                                                                                                                                                                                      26.1
                                                                                                                                                                                                                                                                                                                    Timber Retg wall at pool deck
                                                                                                                                                                                                                                                                                                                                                                                                                              NEW
                                                                                                                                                                            EXISTING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             30.12                    30061
                                                                                                                                                                            ROOF BELOW
                                                                                                                                                                                                                                                                                                                                                                                                                              GARAGE                                                                                                                                                                                                                        NEW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 28.6 8.76


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                48.6218.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2 2 4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  28.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          28.4 28.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    28.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9.165
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     29.1
                                                                                                                                                                                                                                                                                         7750




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 229
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2 2
                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                    .51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9826-012




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .4
                                                                                                                                                                                                                                                                                                                                                      26.1
                                                                                                                                                                                                                                                                                                                                                                                                                              FFL 29.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       29.97
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8
                                                                                                                                                                                                                  25
                                                                                            2000                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    COLOURED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             28.6
                                                                                                                                                                                                             RL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29.0
                                                                                                                                                                                                                                                                                                                                                                                                                              COLOURED                                                                                                                                                                                                                              CONCRETE
                                                                                                                                                                                                             ck
                                                                                                                                                                                                                                              9826-017




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6 9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      28.7
                                                                                                                                                                                                           De

           E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .7.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BALUSTRADE WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                                              CONCRETE                                                                                                                                                                                                                                                                                                     89




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       27.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8 27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       30.3 27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            28.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                        r




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  28.1
                                                                                                                                                                                                      be




                                                                                        NEW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                   Tim




                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                                                      26.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  27.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3
                                                   1600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BACKFILL
                                                                                        LIFT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              29.8 29740
                                                                                                                                                                     1200




                                                                                                                                                 NEW BRIDGE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      27.6
                                                                                        SHAFT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   29780                                                                                                                  29776




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     29.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9826-011




                                                                                                                                                                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                                                           26.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5             29570




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              29.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   28.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               28.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   29.2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                29.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.68
                                                                                                                                                                                                           FL 25.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .57




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      72.69
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         27.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    29.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              29




                                                                                                                                                                                                                                                                                                                                                                                                                   8
                                                                                                                                                                                                                                                                                                                                                                                                               27.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   27.36




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                     2500
                                                                                                                                                                     2665




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   UP                                                                       UP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7 9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                                                                                                                                                 FFL 25.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          27.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          27.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            29


                                                                                                                                                                                                                                                                                         2000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2000
           F                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FFL 28.62                                                       FL29.50                                                    9826-010                                 F




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .4 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           29.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    28.04




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                29
                                                                                                                                  40.234




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FFL 27.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    all




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 29.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         29.3
                                                                                                                                                                                                                                                                                                                            25.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ing w
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                28.5 er
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Pow 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        28.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                29.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Po2 le
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8.8



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   29.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9
                                                                                                                                  16°34'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                               24.98                                                                                      25.00




                                                                                                                                                                                                                                                                                                                                                                                  25.31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  27.24
                                                                                                                                                                                                                                                                                                                                                                                          25.35




                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                                                                                                       TRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         retain
                                                                                                                                                             RHS PORTAL                                                 NEW BOARDWLAK                                             RL 25.0                    Pool Deck                                                                                                                                                                                                 store




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7.99
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   28.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8
                                                                                                                                                                                                                                                                                                                                                                                              

Section 3

25.35
                                                                                                                                                             FRAME                                                      LINK ROOF                                                                                                                                                                                                            7300                                                                     bin




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       28.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                  1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  28.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           POWER POLE




                                                                                                                                                                                                                                                                                                                                                                                                                                              25.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ber
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      and




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      28.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              30.13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     28.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             e tim
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     gas




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Edge bitumen
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .02
                                                                                                                                                                                                                                                        NEW ENTRY STAIRS                                                                                                                                                                                                                                                                                                                                                                             ENTRY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Edge bitumen
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          28.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Timber




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   28
           G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NEIGHBOURING                                                                                                                                                                                                                                                                                                                                          G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                29.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         abov
                                                                                                                                                                                                                                                        COLOURED CONCRETE                                                                                                                                                                                                                                                                                                                                                                            GATE HOUSE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   28.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                   7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BUILDING



                                                                                                                                                                                                                                                                                                                                                                                                                                               27.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  een
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         mb er scr
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        i
                                                        This information shall be copyright except for                                                                                                                                                                                                                                                                                                                                                                                Client                                                                                                                                                           Title




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        T
                                                                                                                                                                             Rev.   Revision Description                  By.   App.   Date      Rev.   Revision Description                                             By.                  App.            Date
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                                                                                                                    R L CULLEN & ASSOCIATES                                                                                                                                                                                                                                                                                                                                                            PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GARAGE & DRIVEWAY PLAN                                                                                           NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                                                                                                                              Consulting Engineers                                                                        P & V TAYLOR                                                                                                                                                                                                                                                              Date                  Design                         Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          11.16       RC
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Scale                 Drawn                          Approved           H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                                                                                                                                                  P.O. Box 1887                                                                                                                                                                                                                  Project
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1 : 100       JG                             RC
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                                                                                                                                                       Toowong QLD 4066                                                                                                                                                                                                                  RENOVATIONS, 36 ARAKOON                                                                             Job Number            Drawing Number                 Issue
                                                                                                                                                                                                                                                                                                                                                                                                                          Australia
                                                                                                                   E: [email protected]                                                                                                                                                                                                                                                                                    Mobile 0421 158 233                                                                                                                                                                                                                 CRES, SUNSHINE BEACH                                                                                                                                                  B
                                                                                                                                                                                                                                                                                                                                                                                                                          Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9826          9826-006
                                                                                                                                                                             B CONCEPT ISSUED FOR REVIEW                  JG RC 21.11.16
                                    1                                                                     2                                  3                         4                                           5                                                             6                                                                                                        7                                                                   8                                                                                          9                                                                                                                       10                                                                       11                                                        12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                               Plot Date:                                      Model File:
                                                                                                                                                                    21/11/2016 2:33:02 PM                          Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

Section 4

                                       1                                                                  2                                  3                  4                                   5                                                     6                       7                            8                          9                 10            11                                         12




           A                                                                                                                                                                                                                                                                                                                                                                                                                        A




                                                                                                                                                                                                                                                                                                        OFF FORM CONCRETE
                                                                                                                                                                                                                                                                                                        WALL


           B                                                                                                                                                                                                                                                                                                                                                                                                                        B
                                                                                                                             METAL CLADDING




           C                                                                                                                                                                                                                                                                                                                                                                                                                        C




                                                                                                      FRONT VIEW
                                                                                                          SCALE
           D                                                                                                                                                                                                                                                                                                                                                                                                                        D




                                                                                                                                                                                                                                                                                                        OFF FORM CONCRETE
                                                                                                                                                                                                                                                                                                        WALL
           E
                                                                                                                                                                                                                                                                                                                                              EXISTING                                                                              E

                                                                                                                                                                                                                                                                                                                                              HOUSE
                                                                                                    METAL CLADDING




           F                                                                                                                                                                                                                                                                                                                                                                                                                        F




           G                                                                                                                                                                                                                                                                                                                                                                                                                        G

                                                                                                      SOUTHERN VIEW
                                                                                                          SCALE

                                                        This information shall be copyright except for                                                                Rev.   Revision Description       By.   App.   Date   Rev.   Revision Description       By.   App.   Date                                            Client               Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                            R L CULLEN & ASSOCIATES                                                                                   PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                           VIEWS                                  NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                      Consulting Engineers                     P & V TAYLOR                                        Date                 Design           Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                        11.16
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                  Scale                Drawn            Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                  P.O. Box 1887                                          Project                                           JG
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                       Toowong QLD 4066                                          RENOVATIONS, 36 ARAKOON    Job Number           Drawing Number   Issue
                                                                                                                                                                                                                                                                                          Australia
                                                                                                                   E: [email protected]                                                                                                                                                    Mobile 0421 158 233                                         CRES, SUNSHINE BEACH                                                      B
                                                                                                                                                                                                                                                                                          Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                       9826         9826-007
                                                                                                                                                                      B CONCEPT ISSUED FOR REVIEW       JG RC 21.11.16
                                    1                                                                     2                                  3                  4                                   5                                                     6                       7                            8                          9                 10            11                                         12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                         Plot Date:                             Model File:
                                                                                                                                                              21/11/2016 2:32:28 PM                 Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

Section 5

                                       1                                                                  2                                   3                    4                                   5                                                     6                               7                            8                          9                      10            11                                         12




           A                                                                                                                                                                                                                                                                                                                                                                                                                                        A




                                                                                                                                                                                   NEW LIFT SHAFT                                                            RHS PORTAL FRAME                                                   METAL CLADDING                                                        METAL CLADDING

           B
                                                                                                                                                                                                                                                                                           SANDWICH PANEL                                                                                                                                           B
                                                                                                                                                                                                                                                                                           ROOF SHEETING                                                                                              OFF FORM CONCRETE
                                                                                                                                                                                                                                                                                           FRAMELESS
                                                                                                                                                                                                                                                                                           GLASS PANELS
                                                                                                                             EXISTING HOUSE




           C                                                                                                                                                                                                                                                                                                                                                                                                                                        C




           D                                                                                                                                                                                                                                                                                                                                                                                                                                        D




           E                                                                                                                                                                                                                                                                                                                                                                                          COLOURED CONCRETE                             E
                                                                                                                                                                                                                                                                                                                                                                                                      CHARCOAL COLOUR
                                                                                                                                                                                                                                                                                                                                               METAL CLADDING

                                                                                                                                                                                                                                                                                                                                               CANTILEVERED                                           OFF FORM CONCRETE
                                                                                                                                                                                                                                                                      EXISTING                                                                 ROOF                                                   BALUSTRADE WALL
                                                                                                                                                                                                                                                                      BOARDWALK
                                                                                                                                                                                                                                                                      NEW BOARDWALK
           F                                                                                                                                                                                                                                                                                                                                                                                                                                        F
                                                                                                                                                                                                                                                                      LINK ROOF




                                                                                                                                                        NORTHERN VIEW
           G
                                                                                                                                                        SCALE                                                                                                                                                                                                                                                                                       G




                                                        This information shall be copyright except for                                                                   Rev.   Revision Description       By.   App.   Date   Rev.   Revision Description             By.   App.   Date                                              Client                    Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                       R L CULLEN & ASSOCIATES                                                                                        PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                           VIEWS                                  NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                                 Consulting Engineers                     P & V TAYLOR                                             Date                 Design           Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                        11.16
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                                  Scale                Drawn            Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                             P.O. Box 1887                                               Project                                           JG
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                                  Toowong QLD 4066                                               RENOVATIONS, 36 ARAKOON    Job Number           Drawing Number   Issue
                                                                                                                                                                                                                                                                                                     Australia
                                                                                                                   E: [email protected]                                                                                                                                                               Mobile 0421 158 233                                              CRES, SUNSHINE BEACH                                                      B
                                                                                                                                                                                                                                                                                                     Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                       9826         9826-008
                                                                                                                                                                         B CONCEPT ISSUED FOR REVIEW       JG RC 21.11.16
                                    1                                                                     2                                   3                    4                                   5                                                     6                               7                            8                          9                      10            11                                         12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60    65   70   75 Drawn By: Author
Size                                                                                                                                                            Plot Date:                             Model File:
                                                                                                                                                                 21/11/2016 2:31:57 PM                 Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

Section 6

                                       1                                                                  2                                  3                      4                                   5                                                     6                             7                              8                          9               10            11                                             12




           A                                                                                                                                                                                                                                                                                                                                                                                                                                      A




                                                                                                                                                                                   NEW LIFT SHAFT                                                                 APPROVED 9.0m BUILDING HEIGHT
                                                                                                                                                                                                                                                                  (PREVIOUS B.A.)

                                                                                                                                                                                         SANDWICH PANEL                                                           FRAMELESS GLASS
                                                                                                                                                                                         ROOF SHEET                                                               PANELS FACE FIX
                                                                                                                                       FL 32.80
                                                                                                                                       32800                                                                                                                                                                                                                                                     METAL
           B                                                                                                                                                                                                                                                                                                                                                                                                                                      B
                                                                                                                                                                                                                                                                                                                                                                                                 CLADDING
                                              top of lift
                                                                                                   150
                                                                                                                                                                                                                                                                                                                                                                                                 OFF FORM
                                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                 BALUSTRADE
                                                                          2850




                                                                                                                                                                                                                                                                                                                                                                                                 WALL


           C                                                                                                                                                                                                                                                                                                                                                                                                                      garage          C

                                                                                                                                                                                                                                                                                                                                                                                                                                    29800
                                                                                                                              2380




                                                                                                                                                                                       RHS
                                                                                                                                                                                       OUTRIGGER
           D                                                                                                                                                                                                                                                                                                                                                                                                                                      D

                                                                                                                                                                                                                                                                                                                                                                      OFF FORM
                                                                                                                                                                                                                                                                                                                                                                                                                                main floor
                                                                                                                                                                                                                                                                                                                                                                      CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                    25500
                                                                                                                                                                                                                                                                                                                                                                                                                                     living

                                                                                                                                                                                                                                                                                                                                        CANTILEVER ROOF                                                                             24500

           E                                                                                                                                                      190 BLOCK                                                                                                                                                                                                                                                                       E
                                                                                                                                                                  LIFT TOWER                                                                             EXISTING                               CANTILEVER ROOF
                                                                                                                                                      Level 25    RENDER FINISH                                                                          DECK STRUCTURE
                                                                                                                                                      Level 24
                                                                                                                                                        22100
                                                                                                                                                      Level 23
                                                                                                                                                        21600
                                                                                                                                                      Level 22
                                                                                                                                                        21100
                                                                                                                                                      Level 19
                                                                                                                                                        20600
                                                                                                                                                          MID
                                                                                                                                                        20100
           F                                                                                                                                                                                                                                                                                                                                                                                                                                      F
                                                           BTM                                                                                           19600    CONFIRM PIT
                                                                                                                                                                  DEPTH REQUIREMENT
                                                          19100


                                                                                                                                                                                                            SECTION                                                 1
                                                                                                                                                                                                            SCALE 1 : 100 9826-006
           G                                                                                                                                                                                                                                                                                                                                                                                                                                      G




                                                        This information shall be copyright except for                                                                    Rev.   Revision Description       By.   App.   Date   Rev.   Revision Description             By.   App.   Date                                              Client             Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                      R L CULLEN & ASSOCIATES                                                                                   PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                     SECTIONS                                NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                                Consulting Engineers                       P & V TAYLOR                                      Date                  Design              Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                   11.16
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                            Scale                 Drawn               Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                              P.O. Box 1887                                        Project
                                                                                                                                                                                                                                                                                                                                                                                                1 : 100       JG                   RC
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                                   Toowong QLD 4066                                        RENOVATIONS, 36 ARAKOON    Job Number            Drawing Number      Issue
                                                                                                                                                                                                                                                                                                      Australia
                                                                                                                   E: [email protected]                                                                                                                                                                Mobile 0421 158 233                                       CRES, SUNSHINE BEACH                                                          C
                                                                                                                                                                          C LIFT SHAFT HEIGHT ADDED         JG RC 30.11.16
                                                                                                                                                                                                                                                                                                      Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                 9826          9826-010
                                                                                                                                                                          B CONCEPT ISSUED FOR REVIEW       JG RC 21.11.16
                                    1                                                                     2                                  3                      4                                   5                                                     6                             7                              8                          9               10            11                                             12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                             Plot Date:                             Model File:
                                                                                                                                                                  30/11/2016 10:59:47 AM                Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

Section 7

                                       1                                                                  2                                  3                      4                                   5                                                      6                              7                                   8                           9                             10            11                                          12




           A                                                                                                                                                                                                                                                                                                                                                                                                                                                         A




           B                                                                                                                                                                                                                                                                                                                                                                                                                                                         B




                                                                                                                                                                                                                                                                                                  BOUNDARY
           C                                                                                                                                                                                                                                                                                                                                                                                                                                                         C

                                                                                                                                                                                                                                                                                                                              NEW DRIVEWAY
                                                                                                                                                                                                                                                                                                                              COLOURED
                                                                                                                                                                                                                                                                                                                              CONCRETE


                                                                                                                                                                                                                                 GARAGE                                                                                       SELECTED BACKFILL
                                                                                                                                                              BRIDGE
           D                                                                                                                                                                                                                                                                                                                                                                                                                                                         D
                                                                                                                                                                                                                                                                                                                                                                           garage
                                                                                                                                                                                                                                                                                                                                                                            29800


                                                                                                                                                                                                                                                                    200 WALL                                                                           EXISTING GROUND
                                                                                                                                                                                                             POOL                                                                                                                                      LEVEL

           E
                                                                                                                                                                                                             TERRACE                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                             UNDERCROFT
                                                                                                                                                                                                                                                                   250 WALL                                                 REMOVED &
                                                                                                                                                                                                                                                                                                                            REPLACED BACKFILL                            main floor
                                                                                                                                                             EXISTING                                                                                                                                                                                                       25500
                                                                                                                                                             POOL

           F
                                                                                                                                                                                                                                                                                                                            REFER DETAIL 1/012                                                                                                                       F




                                                                                                                                                                                                            SECTION                                                  2
                                                                                                                                                                                                            SCALE 1 : 100 9826-006
           G                                                                                                                                                                                                                                                                                                                                                                                                                                                         G




                                                        This information shall be copyright except for                                                                    Rev.   Revision Description        By.   App.   Date   Rev.   Revision Description              By.   App.   Date                                                   Client                            Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                        R L CULLEN & ASSOCIATES                                                                                                       PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                                           SECTIONS                                NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                                  Consulting Engineers                            P & V TAYLOR                                                     Date                  Design           Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                                         11.16       RC
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                                                  Scale                 Drawn            Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                                     P.O. Box 1887                                                       Project
                                                                                                                                                                                                                                                                                                                                                                                                                      1 : 100       JG                RC
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                                          Toowong QLD 4066                                                       RENOVATIONS, 36 ARAKOON    Job Number            Drawing Number   Issue
                                                                                                                                                                                                                                                                                                             Australia
                                                                                                                   E: [email protected]                                                                                                                                                                       Mobile 0421 158 233                                                      CRES, SUNSHINE BEACH                                                       B
                                                                                                                                                                                                                                                                                                             Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                       9826          9826-011
                                                                                                                                                                          B CONCEPT ISSUED FOR REVIEW        JG RC 21.11.16
                                    1                                                                     2                                  3                      4                                   5                                                      6                              7                                   8                           9                             10            11                                          12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                             Plot Date:                             Model File:
                                                                                                                                                                  21/11/2016 2:30:43 PM                 Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

Section 8

                                       1                                                                  2                                  3                       4                                              5                                                          6                                      7                            8                                9                                    10                   11                                             12




           A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                                                                                                                                                                                                   N20 @ 300 CRS.




                                                                                                                                                                                                         BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     garage




                                                                                                                                                                                                                                                                                                                                                                        200 SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         29800

                                                                                                                                                                                                                                                         NEW DRIVEWAY
                                                                                                                                                                                                                                                         COLOURED
           B                                                                                                                                                                                                                                             CONCRETE                                                                                                                                                                                                                                           B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                SELECTED BACKFILL
                                                                                                                                                                                                                                                                                                                                              VERTICAL REINFORCEMENT
                                                                                                                                                                                                                                                                                                                                              N16 AT 300 CRS.
                                                                                                                                                         GARAGE                                                                                          SELECTED BACKFILL
                                                                                                                                                             SUSPENDED
                                                                                                                                                             CONCRETE SLAB
                                                                                                                                                                                                                                                                                                                 garage                       200 THICK
                                                                                                                                                                                                                                                                                                                                              OFF FORM CONCRETE
                                                                                                                                                                                                                                                                                                                 29800
                                                                                                                                                                                                                                                                                                                                                                                                                                200                                                                         C
           C




                                                                                                                                                 POOL                             200                                                        1                                     EXISTING GROUND
                                                                                                                                                                                                                                       9826-012                                    LEVEL
                                                                                                                                                 TERRACE
                                                                                                                                                 UNDERCROFT                                                                                                                        INJECTED GROUND
                                                                                                                                                                                                                                                                                                                                              HORIZONTAL REINFORCEMENT
                                                                                                                                                                                                                                                                                   STABILISATION                                                                                                                                                                CERTIFIED INJECTED
                                                                                                                                                                                  250                                                                                                                                                         N16 AT 400 CRS.
                                                                                                                                                                                                                                                                                               main floor                                                                                                                                                       GROUND STABILISATION
           D                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D
                                                                                   EXIST.                                                                                                                                                                                                                        25500
                                                                                   POOL                                                                                                                                                                  BOUNDARY




           E
                                                                      SECTION                                                          3                                                                                                                                                                                                      250 THICK
                                                                                                                                                                                                                                                                                                                                              OFF FORM CONCRETE                                                                                                 TANKING TO BACK                             E

                                                                      SCALE 1 : 100 9826-006                                                                                                                                                                                                                                                                                                                                                                    FACE OF WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                      LAP 600




                                                                                                                                                                                                                                                                                                                                                                                                     1500
                                                                                                                                                                                                                                                                                                                                                                                                                                      N20 AT 300 CRS.
           F                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                F
                                                                                                                                                                                                                                                                                                                            FLOOR SLAB REINFORCEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 main floor
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         25500




                                                                                                                                                                                                                                                                                                                                                                                                                                        300
                                                                                                                                                                                                                                                                                                                                                                                                                     55 cover
                                                                                                                                                                                                                                                                                                                                                                                            1500
           G                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                        NOTE:                                                                                                                                                                                                           AG. DRAIN
                                                                                                                                                                                                                        INJECTED GROUND STABILISATION
                                                                                                                                                                                                                        TO BE CARRIED OUT BY CERTIOFIED
                                                                                                                                                                                                                                                                                                                     DETAIL                               1                        N16 AT 300 CRS.

                                                                                                                                                                                                                        SPECIALIST CONTRACTOR                                                                        SCALE 1 : 25                9826-012
                                                        This information shall be copyright except for                                                                     Rev.   Revision Description                   By.   App.   Date       Rev.   Revision Description                 By.   App.   Date                                                 Client                                   Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                                                R L CULLEN & ASSOCIATES                                                                                                                   PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                                                                   SECTIONS                                           NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                                                          Consulting Engineers                     P & V TAYLOR                                                                        Date                 Design               Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                                                                            11.16       RC                    RC
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                                                                                      Scale                Drawn                Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                                                      P.O. Box 1887                                                              Project
                                                                                                                                                                                                                                                                                                                                                                                                                                                      As indicated     JG                    RC
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                                                           Toowong QLD 4066                                                              RENOVATIONS, 36 ARAKOON                Job Number           Drawing Number       Issue
                                                                                                                                                                                                                                                                                                                              Australia
                                                                                                                   E: [email protected]                                                                                                                                                                                        Mobile 0421 158 233                                                             CRES, SUNSHINE BEACH                                                                      B
                                                                                                                                                                                                                                                                                                                              Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                           9826         9826-012
                                                                                                                                                                           B CONCEPT ISSUED FOR REVIEW                   JG RC 21.11.16
                                    1                                                                     2                                  3                       4                                              5                                                          6                                      7                            8                                9                                    10                   11                                             12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                              Plot Date:                                        Model File:
                                                                                                                                                                   21/11/2016 2:30:12 PM                            Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

Section 9

                                       1                                                                  2                                  3                      4                                      5                                                     6                                        7                                 8                          9                 10            11                                          12




                                                                                                                                                                                                                                                                                                                BOUNDARY
           A                                                                                                                                                                                                                                                                                                                                                                                                                                                      A

                                                                                                                                                                                                                                                                                                                                           NEW DRIVEWAY
                                                                                                                                                                                                                                                                                                                                           COLOURED
                                                                                                                                                                                                                                                                                                                                           CONCRETE


                                                                                                                                                                                                                                                                                                                                           SELECTED BACKFILL

           B
                                                                                                                                                                                                                                           GARAGE                                                                                                                                                                                                                 B
                                                                                                                                   garage
                                                                                                                                  29800



                                                                                                                                                                                                                                                                                                200                                                        EXISTING GROUND
                                                                                                                                                                                                                            POOL
                                                                                                                                                                                                                                                                                                                                                           LEVEL
                                                                                                                                                                                                                            TERRACE
           C                                                                                                                                                                                                                                                                                                                                                                                                                                                      C
                                                                                                                                                                                                                            UNDERCROFT                                                                                                                     INJECTED GROUND
                                                                                                                                                                                                                                                                                                    250                                                    STABILISATION
                                                                                                                                   main floor
                                                                                                                                  25500
                                                                                                                                  living                                                                                                                                                                                                   BOUNDARY
                                                                                                                                  24500

           D
                                                                                                                                                                                                                     SECTION                                               4                                                             REFER DETAIL 1/012                                                                                                       D

                                                                                                                                                                                                                     SCALE 1 : 100 9826-006
                                                                                                                                                 BOUNDARY


                                                                                                                                                 NEW DRIVEWAY
                                                                                                                                                 COLOURED
           E
                                                                                                                                                 CONCRETE                                                                                                                                                                                   OFF FORM                                                                                                              E
                                                                                                                                                                                                                                                                                                                                            CONCRETE WALL

                                                                                                                                            garage
                                                                                                                                            29800
                                                                                                                                                                                                                                                                                                                                            EXISTING GROUND
                                                                                                                                                     OFF FORM
                                                                                                                                                                                                                                                                                                                                            LEVEL
                                                                                                                                                     REINFORCED
                                                                                                                                                     CONCRETE                                                                                                                                       250 WALL
           F                                                                                                                                                                                                                                                                                                                                                                                                                                                      F
                                                                                                                                                     WALL                                                                                                                                           1000 LONG
                                                                                                                                                     REFER DETAIL 1/012
                                                                                                                                                                                                         250 WALL EXTENT                                             200 WALL
                                                                                                                                            main floor
                                                                                                                                            25500

           G                                                                                                                                                                                                                                                                                                                                                                                                                                                      G
                                                                                                                                                                                                                     SECTION                                                5
                                                                                                                                                                                                                     SCALE 1 : 100 9826-006
                                                                                                                                                                                                        (SECTION - LOOKING INWARD FROM SEWER EASEMENT)
                                                        This information shall be copyright except for                                                                    Rev.   Revision Description          By.   App.   Date   Rev.   Revision Description                  By.   App.   Date                                                       Client               Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                                    R L CULLEN & ASSOCIATES                                                                                        PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                                        SECTIONS                                NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                                              Consulting Engineers                          P & V TAYLOR                                        Date                  Design           Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                                      11.16       RC                RC
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                                               Scale                 Drawn            Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                                               P.O. Box 1887                                          Project
                                                                                                                                                                                                                                                                                                                                                                                                                   1 : 100       JG                RC
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                                                    Toowong QLD 4066                                          RENOVATIONS, 36 ARAKOON    Job Number            Drawing Number   Issue
                                                                                                                                                                                                                                                                                                                       Australia
                                                                                                                   E: [email protected]                                                                                                                                                                                 Mobile 0421 158 233                                         CRES, SUNSHINE BEACH                                                       B
                                                                                                                                                                                                                                                                                                                       Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                    9826          9826-013
                                                                                                                                                                          B CONCEPT ISSUED FOR REVIEW          JG RC 21.11.16
                                    1                                                                     2                                  3                      4                                      5                                                     6                                        7                                 8                          9                 10            11                                          12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                             Plot Date:                                Model File:
                                                                                                                                                                  21/11/2016 2:29:38 PM                    Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

Section 10

                                       1                                                                  2                                  3                           4                                     5                                                      6                                7                             8                          9               10            11                                          12




           A                                                                                                                                                          OFF FORM                                                                                                                                                                                                                                                                           A
                                                                                                                                                                      CONCRETE                                                                                                                       NEW DRIVEWAY
                                                                                                                                                                      BALUSTRADE WALL                                                                                                                COLOURED
                                                                                                                                                                      NEW                                                                                                                            CONCRETE
                                                                                                                                                                      NORTHERN
                                                                                                                                                                      WALKWAY

                                                                                                                                                                                                                                                                                                     SELECTED BACKFILL
           B                                                                                                                                                                                                                                                                                                                                                                                                                                             B

                                                                                                                                                             garage
                                                                                                                                                             29800




                                                                                                                                                                                                                                                                                                             EXISTING GROUND
           C                                                                                                                                                                                                                                                                                                                                                                                                                                             C
                                                                                                                                                                                                                                                                                                             LEVEL



                                                                                                                                                                                                                                                                      SECTION                               6
                                                                                                                                                                                                                                                                      SCALE 1 : 100 9826-006
           D                                                                                                                                                                                                                                                                                                                                                                                                                                             D




                                                                                                                                                                                                                                                                                                                                NEW DRIVEWAY
                                                                                                                                                                                                                                                                                                                                COLOURED
                                                                                                                                                                                                                                                                                                                                CONCRETE


           E
                                                                                                                                                                                                                                                                             GRATED DRAIN                                       SELECTED BACKFILL                                                                                                        E




                                                                                                                                                                             garage
                                                                                                                                                                             29800

           F                                                                                                                                                                                                                                                                                                                                                                                                                                             F

                                                                                                                                                                                                                                                                                                                                                 EXISTING GROUND
                                                                                                                                                                                                                                                                                                                                                 LEVEL


                                                                                                                                                                                                                                                                     REPLACED BACKFILL                            INJECTED GROUND
                                                                                                                                                                             main floor
                                                                                                                                                                                                                                                                                                             STABILISATION TO THIS AREA
                                                                                                                                                                             25500
           G                                                                                                                                                                                                                                                                                                                                                                                                                                             G



                                                                                                                                                                                                                                                                      SECTION                               7
                                                                                                                                                                                                                                                                      SCALE 1 : 100 9826-006
                                                        This information shall be copyright except for                                                                           Rev.   Revision Description       By.   App.   Date   Rev.   Revision Description               By.   App.   Date                                               Client             Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                                  R L CULLEN & ASSOCIATES                                                                                 PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                               SECTIONS                                NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                                            Consulting Engineers                     P & V TAYLOR                                      Date                  Design           Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                             11.16       RC                RC
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                                      Scale                 Drawn            Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                                        P.O. Box 1887                                        Project
                                                                                                                                                                                                                                                                                                                                                                                                          1 : 100       JG                RC
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                                             Toowong QLD 4066                                        RENOVATIONS, 36 ARAKOON    Job Number            Drawing Number   Issue
                                                                                                                                                                                                                                                                                                                Australia
                                                                                                                   E: [email protected]                                                                                                                                                                          Mobile 0421 158 233                                       CRES, SUNSHINE BEACH                                                       B
                                                                                                                                                                                                                                                                                                                Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                           9826          9826-014
                                                                                                                                                                                 B CONCEPT ISSUED FOR REVIEW       JG RC 21.11.16
                                    1                                                                     2                                  3                           4                                     5                                                      6                                 7                            8                          9               10            11                                          12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                                  Plot Date:                               Model File:
                                                                                                                                                                       21/11/2016 2:29:05 PM                   Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

Section 11

                                       1                                                                  2                                  3                  4                                    5                                                     6                           7                            8                                                           9                             10            11                                          12




           A                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                                                                                                                                                         150
                                                                                                                                                                                                                                                                                                                                                                                    OFF FORM
                                                                                                                                                                                                                                                                                                                                                                                    CONCRETE WALL




                                                                                                                                                                                                                                                                                                                                                      PROPERTY BDY
                                                                                                                                                                    METAL CLADDING




                                                                                                                                                                                                                                                                                                                                EMT. BDY
                                                                                                                                                                                                                                                                                            COLOURED
                                                                                                                                                                                                                                                                                            CONCRETE                                                                                EXISTING GROUND
           B
                                                                                                                                                                                                                                                                GARAGE                                                                                                              LEVEL                                                                                              B



                                                                                                                                                                                       garage
                                                                                                                                                                                      29800
                                                                                                                                                                                                    GATE
                                                                                                                                                                                                    HOUSE                                                                                               200 WALL                                                                    EXISTING
                                                                                                                                                                                                                                                                                                                                                                                    SEWER
                                                                                                                                                                                                                                                               POOL                                                                                                                 RISING MAIN
           C                                                                                                                                                                                                                                                   TERRACE                                                                                                                                                                                                                 C

                                                                                                                                                                                                                      200                                      UNDERCROFT                                                                                                           INJECTED
                                                                                                                                                                                                                                                                                                        250 WALL                                                                    GROUND
                                                                                                                                                                                                                                                                                      RC FLOOR SLAB                                                                                 STABILISATION
                                                                                                                                                                                       main floor
                                                                                                                                                                                      25500                                                                                                                                                                                         REFER DETAIL 1/012


           D
                                                                                                                                                                                                                                                               SECTION                            8                                                                                                                                                                                    D



                                                                                                                                                                                                                                                               SCALE 1 : 100 9826-006
                                                                                                                                                                                                                                                                                                                                                                                    OFF FORM
                                                                                                                                                                                                                                                                                                                                                                                    CONCRETE WALL




                                                                                                                                                                                                                                                                                                                                                                 PROPERTY BDY
                                                                                                                                                                    METAL CLADDING




                                                                                                                                                                                                                                                                                                                                           EMT. BDY
           E                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                            COLOURED
                                                                                                                                                                                                                                                                                            CONCRETE                                                                                EXISTING GROUND
                                                                                                                                                                                                                                                               GARAGE                                                                                                               LEVEL

                                                                                                                                                                    garage
                                                                                                                                                                    29800
                                                                                                                                                                                                                                                                                                                                                                                    EXISTING
           F
                                                                                                                                                                                                                                                                  POOL                                                                                                              SEWER                                                                                              F
                                                                                                                                                                                                                                                                                                                                                                                    RISING MAIN
                                                                                                                                                                                                                                                                  TERRACE
                                                                                                                                                                                                                                                                                                                           200
                                                                                                                                                                                                                      200
                                                                                                                                                                                                                                                                  UNDERCROFT                                                                                                        INJECTED
                                                                                                                                                                                                                                                                                                                                                                                    GROUND
                                                                                                                                                                                                                                                                                      RC FLOOR SLAB                        250
                                                                                                                                                                                                                                                                                                                                                                                    STABILISATION
                                                                                                                                                                    main floor
                                                                                                                                                                    25500                                                                                                                                                                                                           REFER DETAIL 1/012
           G                                                                                                                                                                                                                                                                                                                                                                                                                                                                           G



                                                                                                                                                                                                                                                               SECTION                            9
                                                                                                                                                                                                                                                               SCALE 1 : 100 9826-006
                                                        This information shall be copyright except for                                                                Rev.   Revision Description        By.   App.   Date   Rev.   Revision Description          By.   App.   Date                                                   Client                                                      Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                 R L CULLEN & ASSOCIATES                                                                                                                                PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                                                             SECTIONS                                NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                           Consulting Engineers                           P & V TAYLOR                                                                               Date                  Design           Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                                                           11.16       RC                RC
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                                                                    Scale                 Drawn            Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                       P.O. Box 1887                                                                                       Project
                                                                                                                                                                                                                                                                                                                                                                                                                                        1 : 100       JG                RC
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                            Toowong QLD 4066                                                                                       RENOVATIONS, 36 ARAKOON    Job Number            Drawing Number   Issue
                                                                                                                                                                                                                                                                                               Australia
                                                                                                                   E: [email protected]                                                                                                                                                         Mobile 0421 158 233                                                                                      CRES, SUNSHINE BEACH                                                       B
                                                                                                                                                                                                                                                                                               Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                         9826          9826-015
                                                                                                                                                                      B CONCEPT ISSUED FOR REVIEW        JG RC 21.11.16
                                    1                                                                     2                                  3                  4                                    5                                                     6                           7                            8                                                           9                             10            11                                          12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                         Plot Date:                              Model File:
                                                                                                                                                              21/11/2016 2:28:35 PM                  Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

The text continues on section 12.

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