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Approved Plans 132005.1133.06

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Plans and drawings: the text below has words only, no drawings.

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Original PDF page 3, section 2. The text section number identifies this passage in the reader.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          M
     BUILDINGS




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                                    REQUIRED                                                                   PROVIDED                                                                                                                                                                                                                                                                                                                                                     11
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            H
                                     4x1.0 + 6x1.0 + 2x1.0 +1x1.0                               = 13.0              23                                                                                                                                                                                                                           ELP
                  A




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             T
                                                                                                                                                                                                                                                                                                                                                               SW
                  B                  4x1.0 + 6x1.0 + 2x1.0 +1x1.0                               = 13.0              23
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             H M
                  C                  4x1.0 + 6x1.0 + 2x1.0 +1x1.0                               = 13.0              23                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             O




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ELP                                                               ELP




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                  D                  2x1.0                                                      = 2.0                4




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7
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                  E                  2x1.0                                                      = 2.0                4                                                                                                                                                                                                                                                  E




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                                     3x1.0                                                      = 3.0                6




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                  F




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FH
                  G                  2x1.0                                                      = 2.0                4
             K                       5x1.0 +6x1.0                                               = 11.0              20
             L                       2x1.0 + 4x1.0 + 4x1.0 +3x1.0                               = 13.0              16
             M                       5x1.0 + 6x1.0 + 2x1.0 +1x1.0                               = 14.0              18
             N                       6x1.0 + 6x1.0                                              = 12.0              13
             O                       2x1.0 + 4x1.0 + 4x1.0 +3x1.0                               = 13.0              16
             P                       2x1.0 + 2x1.0                                              = 4.0                6
             Q                       2x1.0 + 2x1.0                                              = 4.0                6
             R                       2x1.0 + 2x1.0                                              = 4.0                6
             S                       4x1.0 + 6x1.0 + 4x1.0                                      = 14.0              23
             T                       4x1.0 + 2x1.0                                              = 6.0               13
             U                       4x1.0 + 4x1.0                                              = 8.0               19
          TOTALS                                                                                =151.0           = 243




                                                                                                                                                                                                                                                                                                                                                           ALTUM CONSTRUCTIONS
    PROPOSED PRECINCT F DEVELOPMENT,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DEVELOPMENT APPROVAL north
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   scale: 1:1000 @ A3

                                                                                                                                                                                                                                                                                                                                                           CARPARKING /                                                                                                                                            issue:           09       date: 06-06-17


    NOOSA SPRINGS, NOOSA HEADS                                                                                                                                                                                                                                                                                                                             BASEMENT                                                                                                                                                7038-DA03                                                                                                                      The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.

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