Skip to the record
Search everything, all in one place.

Original source · versioned page text

Architectural Plans

of 24

Page text shows just the words. Original shows the document exactly as it was published.

Very large file: it may take a few minutes

The original of this document is very large (18.8 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Original PDF page 5, section 1. The text section number identifies this passage in the reader.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       APPROX.
                                                                                                                                                                                                                              9960                                                                            10210                                                             13375
                                                                                                                                                                                                                         2ND FL SETBACK                                                                                                                                    2ND FL SETBACK

                                                                                                                                                                                                                            8630                                                                                        14660                                                       10254
                                                                                                                                                                                                                    GROUND FLOOR SETBACK                                                                                                                                    GROUND FLOOR SETBACK                                                                                                                                                                             DEVELOPMENT STATISTICS:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LOT: 410 & 411 RP 48112

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SITE AREA TOTAL: 1019.85m2




                                                                                                                                                                                                                                                                                                                                                                                                                SEWER LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COUNCIL: NOOSA SHIRE

                                                            .09
                                                                                                                                                                                                                                                     ROOF RIDGE
                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                                        CP                                                                                                                                                                                                                                   SITE COVER 406.9m2: 39.9%
                                                         46                                                                                                                                                                                  LEVEL:55.79m 55.1




                                                                                                                                        FOOTPATH
                                                                                                                                                                                                                                                                                                                           SP181140                                                                                                                                                                                                                                          LANDSCAPE 489m2: 48%




                                                                                                                                                                                                                                           R52.68
                                                                                                                                                                                                                                                             .79 TOP FLOOR
                                                            .04                                                                                                                                                                                            55
                                                         46
                                                                                               .96
                                                                                                                   TREE
                                                                                                                   Ht = 6
                                                                                                                   Spread = 3.0                                                                                                               .78
                                                                                                                                                                                                                                                                  WALL
                                                                                                                                                                                                                                                                                                                    47
                                                                                                                                                                                                                                                                                                                        .56 47.57                                                                   Emt A                                                                                                                                                                    GFA TOTAL: 649.9m2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PLOT RATIO: 0.63
                                                                                            45                     Trunk = 0.20                                                                                                           49.43
                                                                                                                                           2                                                                                              49                                                                                                                                                      SP183953
                                                                               ROAD CROWN
                                                                                                                   Type = BANKSIA
                                                                                                                                        6.0
                                                                                                                                     0 4                                                                                                                  R55.78 R56.79




                                                                                                                                                                                                                                                                                                                                              Top 54.96
                                                                                                                                                                                                                                                                                           Top 51.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED SITE USE: NEW DWELLING




                                                                                                                                                                                                                                                                                                                                              Bot 52.64
                                                                                                                                                                                                                                                                                           Bot 50.88




                                                                                                                                                                                                                                                                                                         Top 51.71




                                                                                                                                                                                                                                                                                                                              Top 51.72
                                                                                                                                                                                                                                                                                                         Bot 50.89




                                                                                                                                                                                                                                                                                                                              Bot 50.82
                                                                                                                                                                                                                              TOP FLOOR




                                                                                                                                                                                                                                                                                                                                                Window
                                                                                                                                                                                                                                                                                             Window
                                                                                                                                    0




                                                                                                                                                                                                                                                                                                           Window




                                                                                                                                                                                                                                                                                                                                Window
                                                                                                                                   .




                                                                                                                                                      .0
                                                                                                                             08 46                                                                                                                    410.01 5             71                 69                                   19 .79
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TOTAL YIELD: 4 NEW RESIDENCE
                                                                                                                       .85 6.                                                                                                                        .




                                                                                                                                                   46
                                                                                                                                                                                                                              BALCONY              2
                                                                                                                                                                                                                                                  5 5 3.9              510.                55.                                  55. 51
                                                                                                                     45 4                           .39




                                                                                                                                                                                                                                      R52.67
                                                                                                                                                 45                                                                                           0 4       0  5           .9                                                             R52.48 POOL/DECK




                                                                                                                                                                              .5
                                                                                                                                                                                                                                             .         3           54           .92 SECOND LEVEL                      .14
                                                                                                                                                                                                                                          47 54 52..77                                                                                                                                                                                                                                                                                                                       4 DOUBLE GARAGE + 4 VISITOR




                                                                                                                                                                                                                                                                        Top 51.71
                                                                                                                                                                           45




                                                                                                                                                                                                                                                                        Bot 50.84
                                                                                                                                                         7                                                                                                                    54        55                         47




                                                                                                                                                                                                                                                                          Window
                                                                                                                                              PP 45.27                                                                                       .       0

                                                                                                                         K&C
                                                                                                                                                                                                                                          5 0      5                                 7 .
                                                                                                                                                                                                                                                                                    WALL                                                     AREA                                                                                                                                                                                                                            (1 DESIGNATED) (12 CARS TOTAL)
                                                                                                                             9                         2                                                                                                                            4                                                                  D44.70
                                                                                                                                                      .                                                                                                                                                                                 D44.69




                                                                                                                                                                                                                                                                                                                                               43.0
                                                                                                                            8




                                                                                                                                                                                                                                                                                                                                                                    42.5
                                                                                                                           .
                       2ND FLOOR SETBACK




                                                                                                                                                    5
                                                                                                                                  .91 GARDEN5.35 4.21
                                                                                                                        45




                                                                                                                                                                                                                         .0
                                                                                               .81                                                                                                                                  9   7                            1PROPERTY      BOUNDARY    33.544M | 89° 56' 36"
                                                                                                              .74              455.73                                                                                             .7 .7                           .3                                                      .91                  .29 .26                                                        74 70                    61
GF SETBACK




                                                                                                                                                                                                                                                                                                                                                                                                           41. 41.                  41.1.11




                                                                                                                                                                                                                        45
                                                                                            45                                                   45                                                                                                             44




                                                                                                                                                                                                                                                                                                                            43.5
                                                                                                           45          0       4
                                                                                                                                          4                                                                                     4444                                                                                   42                    42 42
                                                                                                                    .8                                                                                                                                                                                                                                                                                                               4
                                                                                                                45
    1660




                                                                                                                                             .25
                                                                                                            .70                           45
                              2660




                                                                                                          45 45.76                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                                                                                 41. 39




                                                                                                                                                                    PROPERTY BOUNDARY 15.091M | 359° 59' 36"
                                                                                                     .6464                                                                                                                                                                                                                                                                                                                         41.
                                                                                                   4545.                              .36
                                                                                                                                   45
                                                                                                                      9
                                                                                                         .59 45.45.40                                                                                                                                                                                                                                                                                                                                                                   TREE




                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPERTY BOUNDARY 15.091M | 179° 58' 36"
                                                                                                      45          4                                                                                                                                                                                                                                                                                                                                                                     Ht = 8



                                                            .61
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Spread = 15.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Trunk = 0.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Type = NR                       CP
                                                         45                                                                                                   .24
                                                                                                                                                           45                                                                                                                                                                                                                                                                                                                                                    BUP100554
                                                 PROPOSED NEW KERB
                                                 TO CIVIL ENG DETAILS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        82
                                                                                                                   .45                                                                                                                                                                                                                                                                                                                                                                    TREE                                                            50.
                                                                                                                45                                                                                                                                                                                                                                                                                                                                                                        Ht = 8
                                                                              .5




                                                 PROPOSED NEW CONC                                                                                                                                                                                                                                                                                                                                                                                                                        Spread = 5.0
                                                                         45




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Trunk = 0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ROOF RIDGE
                                                             FOOTPATH                                                                                                                                                                                                                                                                                                                                                                                                                     Type = NR
                                                  TO CIVIL ENG DETAILS            .42                                                                                                                                                                                                                                                                                                                                                                                                                                                    LEVEL:50.82m
                                                                               45                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING SEWER CONNECTION POINT
                                                             STREET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RENDERED UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEWER MH SL41.8
                                                                                                                                                         .07                                                                                                                                                                                                                                                                                                                                                                                 COMPLEX
                                                                                                                                                      45
GROUND FLOOR OVERALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Ht = 7
                       2ND LEVEL OVERALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Spread = 7.0
                                                                                                                  .10 0                                                                                                                                                                                                             PROPERTY BOUNDARY
                                                                                                                45 45.1
                                                    S                                                                                                                                                                                                                                                                                                                                                                                                                                  Trunk = 0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                       52
                                                                                                                                                                                                                                                                                                                                                                                                                                    41.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Type = PALM
                                                                                                                                                                                                                                                                                                                                      33.549M | 89° 56' 36"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .92
        28000


                             26000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        43
                                                                                                                    .95                                                                                                                                                                                                                                                                                                                                                                                      VISIBILITY TO NEIGHBORING PROPERTIES
                                                                                                                  44                                                                                                                                                                                                                                                                                                                179°58'36"
                                                                                                                                                                                                                                                                                            PROPOSED DEVELOPMENT                                                                                                                                                                                             MINIMAL DUE TO VEGETATION
                                                                                                                                                                    PROPERTY BOUNDARY 16.098M | 359° 59' 36"




                                                                                                                                                                                                                                                                                                                                                                                                                                    3.138
                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING SEWER
                                                                              .0                                  .94                                          1
                                                                         45                                     44                                     .76 4.7                                                                                                                                                                                                                                                                             CONNECTION POINT
                                                                                                                                                     44 4                                                                                                                                                                                                                                                                           .81                                                                                    SEW
                                                                                                                                                                                                                                                                                                                                                                                                                                 43                                                                                              ER
                                                             ELANDA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TREE                                              LIN
                                                                            .91                                                                                                                                                                                                                                                                                                                                                                                                     Ht = 7                                               E
                                                                          44                                               .67Telstra Pit                                                                                                                                                                                                                                                                                                                                           Spread = 7.0
                                                                                                                         44                                                                                                                                                                                                                                                                                                                                                         Trunk = 0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .40 Type = PALM
                                                                                                                                                                                                                                                                                                                                                                                                                                                      43




                                                                                                                                                                                                                                                                                                                                                                                                                       | 197 NDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                  29"
                                                                                                                                                                                                                                                                                                                                                                                                                            ° 29'
                                                                                                                                                                                                                                                                                                                                                                                                                              U
                                                                                                                      .45




                                                                                                                                                                                                                                                                                                                                                                                                               13.5 RTY BO
                                                                                                                    44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Ht = 7




                                                                                                                                                                                                                                                                                                                                                                                                                   93M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Spread = 7.0




                                                                                                                                                                                                                                                                                                                                                                                                                   PE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       G         4TH RFI RESPONSE                            08.08.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Trunk = 0.30




                                                                                                                                                                                                                                                                                                                                                                                                               PRO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       F         3RD RFI RESPONSE                            23.05.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                  .54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Type = PALM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       46.02

                                                                      44.5                                                                                                                                                                                                                                                                                                                                         .37
                                                                                                                                                                                                                                                                                                                                                                                                                                               43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CP                                          46              E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2ND RFI RESPONSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RFI RESPONSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             01.03.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20.12.21
                                                                                                                                                             .20                                                                                                                                                                                                                                                44                                                                                                                                                     C         DA ISSUE                                    18.10.21
                                                                                                                44
                                                                                                                  .39                                      44
                                                                                                                                                                                                                                                                                                                                                                                                           41 .82
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Ht = 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Spread = 7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Trunk = 0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BUP4358                                ROOF RIDGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       B         SKETCH ISSUE                                22.09.21




                                                                                                                                                                                                                                                                                                                                                                                                         "
                                                                                                                     .16                                                                                                                                                                                                                                                                                                                                                                                                                        LEVEL:46.02m
                                              NEW GRASS FOR VERGE
                                                                                                                                                                                                                                                                                                                                                                                                                 .41




                                                                                                                                                                                                                                                                                                                                                                                                     9'29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Type = PALM                                                                        A         SKETCH ISSUE                                15.09.21
                       2ND FL SETBACK




                                                                                                                   44                .16                                                                                                                                                                                                                                                                     44
                                                                                                                                   44                                                                                                                                                                                                                                                                                                                                                                                                          SPLIT LEVEL DUPLEX




                                                                                                                                                                                                                                                                                                                                                                                                      °2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ISSUE        AMENDMENTS
GF SETBACK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DATE
                            2529




                                           STORMWATER SERVICES TO                                                                                                                                                                                                                                                                                                                                                      TREE




                                                                                                                                                                                                                                                                                                                                                                                                  197
    1529




                                                                                                                                                                                                                                                                                                                                                                                                                       Ht = 7
                                                CIVIL ENG'S DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                 .26 34                Spread = 7.0

                                                                                                                                                                                                                  .83                                                                                                                                                                          42 42..97               Trunk = 0.30
                                                                                                                                                                                                               43                                                                                                                                                                                  41
                                                                                                                                                                                                                                                                                                                                                                                                                       Type = PALM




                                                                                                                                                                                                                                                                                                                                                                                             .0
                                                                           .15                                                                                                                                                                           .5
                                                                                                                                                                                                                                                                                                                                                                    42.5




                                                                                                                                                                                                                                                                                                                                                                                          42
                                                                                                                                                                                                                                                                                PROPERTY BOUNDARY 29.463M | 269° 56' 38"



                                                                                                                                                                                                                                                                                                                                                                                        LINE
                                                                         44
                                                                                                                      .90                                                                                                                           43
                                                                                                                   43

                                                                                                                                                                                                                                                                                                                                                                                    SEWER
                                                                                                                                                                                                                                                               R48.57                                                R48.23
                                                                                                                                  .85
                                                                                              EDGE OF BITUMEN




                                                                          44.
                                                                             0                                                 43
                                                                                                                                                                                                                                                                                    Top 47.85
                                                                                                                                                                                                                                                                                    Bot 46.37

                                                                                                                                                                                                                                                                                      Window




                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                                                                                             7.6
                                                                                                                                                                                                                                                                                                               E48.04




                                                                                                                                                                                                                                                                                                                           E4                                                                                                                                                                                                                                                               © COPYRIGHT


                                                                                                                   .69
                                                                                                                                                                                                                                 CP                                                                                                                                                                                                                                                                                                                                    INVILLA Pty Ltd. Reproduction forbidden. Unathorised use,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      reproduction or adaption is forbidden and will be prosecuted.
                                                                                                                43
                                                                                                                                                                                                                             BUP5974                                                                                                                                                                                                                                                                                                                                PROJECT: PROPOSED
                                                                                                                                                                                                                                                                                                                                 w
                                                                                                                                                                                                                                                                                                                              do 1
                                                                                                                                                                                                                                                                                                                           Win4 7.6 7
                                                                                                                                                                                                                                                                                                                            p      .3
                                                                                                                                                                                                                                                                                                                          To ot 46

                                                                                                                                                                                                                                                              TWO STOREY BRICK
                                                                                                                                                                                                                                                                                                                           B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DEVELOPMENT
                                                                                                                                                                                                                                                              UNIT COMPLEX                                                                                                                                                                                                                                                                                          65-67 ELANDA ST, SUNSHINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BEACH QLD
                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                       R4




                                                                                                                                                                                                                                                                                                                                                                                                            GTP3740
                                                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                          .54




                                                                                                                                                                                                                                                                                                                                                                7
                                                                                                                                                                                                                                                                                                                                                            7.6                                                                                                                                                                                                     LOT: 410-411                       SP/RP: 48112
                                                                                                                                                                                                                                                                                                                                                          E4
                                                                                                                                                                                                                             8630                                                                                       14660                                                  6173
                                                                                                                                                                                                                         GF SETBACK                                                                                                                                        GF SETBACK                                                                                                                                                                               LOCAL GOVT: SUNSHINE COAST COUNCIL
                                                                                                                                                                                                                               9960                                                                           10210                                                  9293
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TITLE:                   SITE PLAN
                                                                                                                                                                                                                        2ND LEVEL SETBACK                                                                                                                     2ND LEVEL SETBACK



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWN:          MJ                 CHECKED:         MJ

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DATE:           08.08.2022 APPROVED:                JV

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE @ A2: As indicated JOB No. 67ELA

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DA APPROVAL                               SHEET:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REVISION: G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOT FOR CONSTRUCTION                        03 of 17
Log in to download the original file

ARCHITECTURAL PLANS.PDF · 18.8 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.