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ES_173527_BR_1059006_Conv_Lot 497 10 HILL STREET SUNSHINE BEACH QLD(C) · MCU18/0006.02

Attached to the e-mail Hill Street .msg.

Attached to the e-mail Hill Street, .eml, inside Generally in Accordance Application MCU18/0006.02 - Cover email - Plans.

of 14

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                                                                                                                                                                                                                                                            Project Job No. 173527


                                                                                                                                  TYPICAL DETAILS




                                    Stepped Footing Detail
                                                                                                                                                                                             Typical Slab Edge
                                                                          Step > 200         Extensions 300                                                                                  Thickening Detail
                                                                          but < 2 D          or 25 bar diameters
 Step < 200                                                                                                                                                                Slab Mesh as
                                                                                                                                                                           per main slab
                                                                                                                                                                           25 mm top cover
                                                                                                                                                                                                      Slab Thickness 100 mm


                                                                                                                                                                      300 40
                                                                                                         Extensions 300
                                                                                                                                                                                                    Compacted Fill
                             1:10                                                                        or 25 bar diameters
                     Slope <
                                                                    D
D                                                                                             1.5 D                                                                                              3L12 TM              Bedding Sand
                                                                                                                                                                                     300                               50 mm Min.




                                       N12 Corner Bars
               Corner Bars                                                                                                                                                       Wet Area Recess Details
                                                                                                                                                                                                                                          Slab Mesh
                                                                                                                                                                                                                                          25 mm top cover
                                                 Reinforcement                                                                                                                                 50 mm (Max)        100 mm (Min)
                                                                                                                                                                                                 Recess

500
                     Require a lap of 500 mm
                     around outside corners of
                     footing reinforcement                                                                                                                                500                    Option A                           500

                                                                          Corner Bars
                                                        500



                                                                                                                                                                                                                                          Slab Mesh
                                                                                                                                                                                                                                          25 mm top cover
                                                                                                                                                                                               50 mm (Max)           100 mm (Min)
                                                                                                                                                                                                 Recess
                                                                             Require a lap of 500 mm
                                                                             around outside corners of
                                                                             footing reinforcement

                                                                                                                                                                           500                     Option B                         500




                                                                 Reinforcement




         STA CONSULTING ENGINEERS
      Brisbane North (Milton) (07) 3071 7444 Brisbane South (Rocklea) (07) 3071 7444 Gold Coast (07) 5522 1995 Mackay (07) 4960 4800
                                                                                                                                            Client
                                                                                                                                            DJK Electrical Services
                                                                                                                                                                                                                Site Address
                                                                                                                                                                                                                Lot 497 10 HILL STREET SUNSHINE BEACH 4567
                               Townsville (07) 4766 8741 Rockhampton (07) 4994 9810 Newcastle (02) 4032 6450                                TBA SUNSHINE BEACH 4567
                                    email: [email protected] webpage: www.staconsulting.com.au                                                                                                   STDWAF.2014.14.05                                           Page 6 of 14

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