Appendix 3 Existing Approvals

Noosa Council documents
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           NOOSA COUNCIL
           APPROVED PLAN
       51991.652.02 14 SEP 2018




                                                                                                                         A                            B                                                      C                                     D
                                                                                                                                          3 450                               8 840                                             4 800



                                                                                 New suspended concrete landing                                                                                                                                        Existing concrete block wall to be extended
                                                                                 over shown dashed.                                                                                                                                                    in height to engineers design and detail.
                                                                                                                                                                                                                                                       Wall to achieve min. 90/90/90 FRL.


                                                                         1                                                                                                                                                                                                               1


                                                                                                                                                                                                                 5° Pitch
                                                                                                                                                                       5° Pitch
                                                                        A                                                                                                                                                                                                               A
                                                                                   4 990




                                                                       3.1                                                                                                                                                                                                             3.1
                                                                                                                               1° Pitch




                                                                                                                                                                                        2° Pitch




                                                                                                                                                                                                                                        2° Pitch
                                                                             2                                                                                                                                                                                                               2
                                                                                   1 500




                                                                             3                                                                                                                                                                                                            3
                                                                                 New insulated roof panels with Colorbond Ultra sheeting to                                                                                                            Line of external wall under shown dashed.
                                                                                 manufacturers specifications.                                                                                                                                         Wall to be min. 3.0m from fire source feature

                                                                                                                                                                                                                                                       New 316 Stainless steel box gutter to be
                                                                                 Existing concrete block wall to be extended in height to engineers                                                                                                    fully supported with 19mm Marine grade
                                                                                 design and detail. Wall to achieve min. 90/90/90 FRL.                                                                                                                 formply. Gutter to have fall to rwo to
                                                                                                                                                                                                                                                       hydraulic engineers design and detail.


                                                                                                                         A                            B                                                      C                                     D




                                                          Roof plan
                                                               1:100
                                                                                                                                                                                                                                                                                                            /Users/benthornton/Documents/Cadfiles/1308 - Sellman/Archicad/
                                                                                                                                                                                                                                                                                                                                                       22082018/1308.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                                      project      Class 4 Residence                                 lot no.                                    30    P3     Preliminary                                                                     22/8/18
                                                                                                                                                                                                                                                                                                              project number
                                Mobile: 0412 025 657
                                31 Church Street Gympie Q 4570                             for          Gary Sellman                                      plan no.                    BUP 12150            P1     Preliminary                                                                 12/12/17
                                                                                                                                                                                                                                                                                                              1308
   skale skale.com.au
      building
Document   Set design
               ID: 21105028
                                [email protected]
                           A.C.N. 123 976 296 QBCC: 1143 609                               at
                                                                                                        180/6 Hastings Street
                                                                                                        Noosa Heads
                                                                                                                                                          drawn
                                                                                                                                                          scale      (A3)
                                                                                                                                                                                                     BT
                                                                                                                                                                                                   1:100   Rev    Details                                                                           Date
                                                                                                                                                                                                                                                                                                              drawing number
                                                                                                                                                                                                                                                                                                              1.3                   P3             © Skale Building Design
Version: 2, Version Date: 19/03/2020                                                                                                                                                                                                                                                                                        Print Date: 19 March 2020, 3:17 PM