Appendix A - Proposal Plans

                                  Step         200                                                                            Step    200                                                                                                                      < 50


                                                                                                                   D                                                                                                                                                                                                                                                                 1/N12
              D                                                                                                                                                                                                                                                                  100                                                                                                 Corner
                                                                                                                                                                 1.5D                                                                                         Slab mesh                                                                                                              lap bar
                                                                          SLOPE 1 in 10                                                                                                                                       TYPICAL SLAB RECESS DETAIL
                                     ALTERNATIVE STEP DETAIL A                                                                       ALTERNATIVE STEP DETAIL B                                                       (SUITABLE FOR RECESSES LESS THAN 50mm DEEP)                                                              External Edge Beam
                                                             Not to Scale                                                                            Not to Scale                                                                                              Not to Scale
                                                                                                                                            100                                                                                                                   Slab mesh                                              OUTSIDE CORNER LAP BAR DETAIL
                                                Step 200                                                                                                                                                                                                                                                                                         Not to Scale

                                                                                                                                                                                       50 to 200                                                                                                                                                                Slab mesh

                                                                                                                                                                                                                                                                                                                                350
                            D                                                                                                                                                                                                                                                                                                   MAX.

                                                                                              1.5D                                                             400                                                                                       400
                                                                                                                                                                                                            125                                                                                                100                                500
                                                                                                                                                                                                       2 Layers slab mesh
                       ALTERNATIVE STEP DETAIL C TYPICAL FOORTING BEAM STEP                  TYPICAL SLAB RECESS DETAIL                                                                                                                                                                                                TYPICAL SLAB STEP DETAIL
                    (STEPS LESS THAN 200 mm)                         (SUITABLE FOR RECESSES GREATER THAN 50 mm BUT LESS THAN 200 mm DEEP)                                                                                                                                                                      (SUITABLE FOR STEP LESS THAN 350 mm DEEP)
               Not to Scale                                40 cover                              300                                                                                               Not to Scale                                                                                                                       Not to Scale
                                                                                                 Lap
                                                                                                                                                                                                                                                                                                                                        Construction joint
                                                                                                                                                                                                                    3 N12 bars or extend                                                                                                 3 N12 bars top
                Footing step :                                                                                                                                                                                      B2 mesh to far side                                                                                                  where internal beam top steel
                                   3-N12 Z Bars                                                                                                            D                                                        of external footing beam mesh                                                                                        is provided
                MAX. height -
                2xD                each face                                                                                                                            '1'                                                                       '1'                                                                                        Slab mesh
                Trench mesh or reinforcing
                bars as specified                                                                                                                                                                                                                                                                1 : 20 fall
                                                                                                                                                                                                                                                                                                                                        Internal Footing Beam
                                                                                                                                                                                                                    Internal footing beam
                                                                                                                                                                                                   External Footing Beam                                                                                                                              1
                D                                                                                                               Trench mesh or reinforcing                                                                                                                             External Footing beam                                                       Trench mesh (refer
                                                                                                                                bars as specified                                                                                                                                                                                               5                  internal footing beam)
                                                                                                                                                                                                                                                                                                                             100
                                                                                                                                                                                                                                                                                                                             max.         3 N12 bars Bottom
                                                                                                                                                                    TYPICAL FOOTING BEAM INTERSECTION DETAIL                                                                                      40 Cover
                                                                                                                                                                                                     Not to Scale                                                                                                                     500 LAP
                                                                                           1.5 x D - 450 min
                                                                                                                                                                                                                                                                                                                          SECTION 1 - 1
                                           TYPICAL FOOTING BEAM STEP (STEP GREATER THAN 200 mm)                                                                                                                  Trench/bottom mesh (refer
                                                                                                                                                                                                                                                                           Corner Bars shall be provided                       Not to Scale                     Trench/Bottom mesh (refer
                                                                                                                                                                                                                 edge beam detail)
                                                                                                Not to Scale                                                                                                                                                               at all corners as per corner                                                         edge beam detail)
                                                                2D (eg. 1200)                                              Trench mesh (refer                                                                                                                              bar lap detail.
                                                                                                                           edge beam detail)

                                 D                                                                                                                                                        Corner Bars shall be provided
                                                                                                                                                                                          at all corners as per corner
                      (eg. 600)
                                                                                                                                                                                          bar lap detail.
                                                                                                           Corner Bars shall be provided
                                                                                                           at all corners as per corner                                                                                                                                                                                                                                                           Extra "N12" Min. bar in
                                                                                                           bar lap detail.                                                                                                                                                                                                                                          500 Min Lap                   widened penetration rib.
                                                                                                                                                                                                                                                                                                 TYPICAL BAY WINDOW DETAIL
                                                                  TYPICAL OFFSET FOOTING DETAIL                                                                               TYPICAL EDGE REBATE DETAIL                                                                                                               Not to scale                                                                                                Rib
                                                                                       Not to scale                                                                                                Not to scale
                                                                                 Provide Polystyrene Lagging                                                                   Provide Polystyrene Lagging
                                                                                 around pipe of thickness to                                                                   around pipe of thickness to
                                                         D                                                                           1.5 x Pipe Dia. (100mm Min.)
                                                                                 Local Authority Requirements                                                                  Local Authority Requirements

                                                                                                                                                                                                                                                                                                 100mm Clear                                                                                       Pipe
                                                                                                                              D




                                                                                                                                                                                                                                   D




                                                                                                                                                                                                                                                                                                                                                     TYP. PIPE PENETRATION THROUGH RIBS
                                                                                                                                                                                                                                                                                                                                                                                   Not to scale
                                                                                                                                                                                                                                                                                                          50mm Clear
                                                  2xD                                          2xD                                                          2xD                        2xD                                                                             300                                   300
              TYP. PIPE PENETRATION - TOP OF FOOTING                                                                              TYP. PIPE PENETRATION - BOTTOM OF FOOTING                                                                       TYP. UNDER FOOTING
                                                          Not to scale                                                                                         Not to scale                                                                                           Not to scale
                                                                                                                                                                                                                                                                                                                                                                         Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
                                                                                                                                                                                                                                                                                                                                                                         Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
                                                                                                                                                                                                                                                                                                                                                                         written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
                                                                                                                                                                                                                                                                                                                                                                         or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
                                                                                                                                                                                                                                                                                                                                                                         subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
                                                                                                                                                                                                                                                                                                                                                                         to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
   0
                                                                                                         Drawn
                                                                                                         CJF
                                                                                                                 Checked
                                                                                                                 CJF
                                                                                                                             Date
                                                                                                                                       Site Classification:                   M            Blackall Range                                               Email: [email protected]
                                                                                                                                                                                                                                                        PO Box 342, MAPLETON, QLD
                                                                                                                                                                                                                                                        Phone: 54457353                   CLIENT:                                                                        PROJECT DETAILS:                                                      Sheet No.                   16 of 21
                                                                                                                                                                                                                                                        Mobile: 0419140465
                                                                                                                                                                                                                                                                                                                                                                                                                                               Date Issued:     Nov 2024
                                                                                                                                       Soil Classification:                   CI           Consulting Civil, Structural & Geotechnical Engineer
                                                                                                                                                                                                                                                                                          TONY MORRISSEY                                                                 PROPOSED SHED                                                         CAD File:

Copyright: The design and engineering content shown on this drawing remains the property
                                                                                                                                       Wind Category:                         N3                                                        Campbell J Foster                                                                                                                695 COLES CREEK ROAD                                                  DRAWING NUMBER                        REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
                                                                                                                                       Terrain Category:                      2.5                                        MEIAust (CPEng Civil), RPEQ 7228, NER
                                                                                                                                                                                                                                                                                                                                                                         COORAN                                                                2024-1079-S16                          1