Appendix B - SCG Soil Test & Footing Report Dated 26-06-2019 · EXE23/0035

Where drilled piers supporting columns or posts are not poured with the slab they must be connected to the slab
in the following manner:

   • 4-N12 bars must be anchored 500mm into the drilled pier and be bent 300mm horizontally into the footing
     or slab as required.

   • Where a column penetrates a beam or footing 3-N12 bars must be bent around the column to lap the
     trench mesh by 500mm both sides.

Drilled Pier Reinforcement

                                Pier Depth mm   Perimeter Piers       Slab Piers

                                 up to 1500      None required      none required
                                 1500-2500        2xN12bars         none required
                                 2500-4000        4xN12bars          2xN12bars
                                 4000-6000        6xN12 bars         4xN12bars



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         accepted engineering theory and discussions with and information supplied by our client, whom
         is noted on the header page of this report. We offer no warranty for the use of this report by
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     SCG Consulting Engineers                            4                                   SCG Ref: 29095(S)