230324 - 47 Tablelands Road, COORAN - Engineering Plans

                                                                                                           Sub Floor Bracing
                                                                                                           set to site measure



                                                                                                                                                         4 x 14/20 teks to post
                                                                                  M16 A
                                                                                        nch   or Rod
                                                                                                                                                     Nut



                                                                                                                                                              Poured in one monolithic
                                                                                                                                 Nut




                                                                           Fall                                                                                                                              Fall




                                                                                                                                                                           Depth as per Engineering Report
                    Note:
                                  1. This Drawing to be read in conjustion with
                                  current soil test report and Mecano Floor Plan.

                                  2. Concrete F'c = 20 MPa

                                  3. Drilled holes shall be cleared from any loose
                                  rock / dirt pior to concrete pour.
                                                                                                             Minimum
                                                                                                               150




                                  4. Refer to MBP Sub Floor Bracing Detail.

                                     5. Designed in accordance with AS2870.2011
                                      and AS3600:2018
                                                                                                                                       450 Minimum Dia




          Mr Vic Bacud, Jnr
       MIEAust CPEng             RPEQ 3647                                                                              5 Pronger Parade                     Standard House Truss Details                           DATE : 26/09/2022

                                                                              Mecano
                                                          NPER-3                                                   Gympie Industrial Estate
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                                                                                                                                                                 Typical Pad Footing                                DES                  SHEET 1 OF 1
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