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

                                                                                                                                                                                                                                                                                                                                        Project Job No. 173527




                              Edge Beam Footing Detail                                                             Slab Thickening Detail                                                               Step Down Details                                                          Step Down Details
                                       (Brick Veneer)                                                                                                                                                         (100 mm Maximum)                                                           (350 mm Maximum)



                                                                                                                                            Slab Mesh                                                                200 Min
                                           300                                                                                                                                                                                                                                                       200 Min
                                                                            Slab Mesh                                                                                        100                  Slab Mesh            Lap           100 Max                                 Slab Mesh                Lap

                                                                                                  100
                                                                                                                                                                             200
                    Starter                                                                                   Compacted Fill                                                                                                                                                                                                   350
         300                                                                                                                                                                                                                                            100
                    Bar                                                                           200                                                                                                                                                                                                                          Max
                                                         Compacted Fill
       G.L                                                                                                                                           Trench Mesh
                                                                                                                                                                                                                                                                                                                                                  100
                               150                                                  Bedding Sand                                      300
                                                              Vapour Barrier as      50 mm Min.
        400                     100                300                                                                                                                                                                                                                                                                                            200
                                                              per AS 2870



                                                     Trench Mesh                                                                                                                                                                                                                                               300
                    40

                                 300



          Drilled Pier
          where required
                                                          Edge Beam Footing Detail
                                                                    (External Clad Finish)                                                                                                                                                                                          Internal Footing Detail
                                 350                                                                                                        Typical Load Bearing Wall Detail
                                                                                                                                            Note : Slab thickening to be placed under or within                                                                                                300             300
                                                                                                                                                   1.0 m of load bearing wall                                 Load Bearing                                     Party Wall &
                                                                          300                                                                                                                                                                                                                                                            Slab Mesh
                                                                                                                                                                                                              Wall                                             Starter Bars by others
                                                                                                Slab Mesh                                                                   < = 1000


                                                                                                                                                                                                                                                                                                                          300
                                        300    Starter                                                                                                                                                             Slab Mesh                                    Compacted Fill                                                  Compacted Fill
                                               Bar                                                                                                                                                                                                                         G.L                                                 G.L
                                                                                         Compacted Fill
                                G.L                                                                                            100                                                                                                                                                       *Starter
                                                                                                                                                                                                                                                   Bedding Sand                                                                      Vapour Barrier as
                                                                                                                                                                                                                                                                                          Bar
                                                                            Vapour Barrier as      Bedding Sand                                                                                                                                                                                                                      per AS 2870
                                                                                                                               200                                                                                                                                                 400
                                                                            per AS 2870             50 mm Min.                                                                               Compacted Fill
                                        400                  100                                                                                                                                                                        * One starter bar per location with the
                                                                                                                                                                                                                                          next being in opposite direction
                                              40                                                                                                                              Trench Mesh
                                                                                                                                                                300                                                                                                                                              Trench Mesh
                                                                           Trench Mesh
                                                                                                                                                                                                                                                                                                      300
                                                              300




        Notes :-                                                                                          Design Specification Table :                                                                                                                               Concrete Strength Table :
        1. Bar Chairs are to be placed at 800 centres Maximum.
        2. Slab Mesh to have 25 mm Top Cover.                                                               Steel Reinforcement                                                    Product Code                              Steel Strength                                  Elements                Concrete Strength               Slump
                                                                                                                                                                                                                                                                                                         F'c MPa                     (mm)
        3. Slab Mesh to have 35 mm Edge Cover.
                                                                                                            Slab Fabric                                                        SL82                                            500 Grade
        4. Trench Mesh to have 40 mm Bottom Cover.                                                                                                                                                                                                                    Bored/ Drilled Piers                     20                    80 - 100
        5. Reinforcement bars to have 40 mm Cover (around entire bar).                                      Edge Beam & Thickening Reinforcement                               3 L12 TM                                        500 Grade                              Strip Footing                            20                    80 - 100
        6. Slab Edge and Internal ribs MUST be vibrated.
                                                                                                            Starter Bars                                                       N12 [email protected] m c/c                             500 Grade                              Slab On Ground
                                                                                                                                                                                                                                                                                                               20                    80 - 100
                                                                                                                                                                                                                                                                      Garage/ External
                                                                                                                                                                                   Slab Thickness                              100 mm                                 Slab On Ground
                                                                                                                                                                                                                                                                                                               20                    80 - 100
                                                                                                                                                                                                                                                                      Internal


Design Code : S8-27.6.2013


                                         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
                                                                                                                                                                                                                                                                                  STDCON.2014-14-05                                                      Page 3 of 14
                                                                    email: [email protected] webpage: www.staconsulting.com.au