220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017

          Step 200                                                           Step 200

                                                                                                                                                                                                                     100
                                                                                                                                                                       < 50
                                                                    D                                                                                                                                                         LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                 LTD



D                                                                                                                                                                                                                             OFF. 2C/82 PARKER STREET, MAROOCHYDORE
                                                                                                                                                                                                                                                                              RPEQ 4928
                                                                                                                                                                                                                                                                            PH 54 792 118


                                  SLOPE 1 in 10                                                 1.5D                                                                                 100
                                                                                                                                                                                                                             THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                             LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                         Slab mesh             THE SOLE USE OF THE CLIENT. NO PART
            ALTERNATIVE STEP DETAIL A                                         ALTERNATIVE STEP DETAIL B                                                                                                                      MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                PRIOR EXPRESS WRITTEN CONSENT OF

                           Not to Scale                                                 Not to Scale                     TYPICAL SLAB RECESS DETAIL (SUITABLE FOR RECESSES LESS THAN 50mm DEEP)                                    LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                             CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                           Not to Scale                                       PAUL CLOUT DESIGN
                     Step 200                                                                                                                                                                                                 PROPOSED RESIDENCE
                                                                                                                                                                                                                              NO. 27 ADAMS STREET
                                                                                                                                                                                                                              SUNSHINE BEACH
                                                                                               100                                                                                         Slab mesh
     D
                                                                                                                                                                                                                             DRAWING TITLE
                                                                                                                                   50 to 200                                                                                  REINFORCEMENT DETAILS
                                            1.5D

                   ALTERNATIVE STEP DETAIL C                                                                                                                                                                                 SCALES
     TYPICAL FOOTING BEAM STEPS (STEPS LESS THAN 200 mm)                                                      400                                                              400
                                                                                                                                                     125
                                       Not to Scale
                                                                                                                                               2 Layers slab mesh

                                                                                                                  TYPICAL SLAB RECESS DETAIL
                                                                                             (SUITABLE FOR RECESSES GREATER THAN 50 mm BUT LESS THAN 200 mm DEEP)                                                            SURVEY DATUM
                                                                                                                                       Not to Scale                                                                           .
                                                   40 cover   300
                                                              Lap                                                                                                                                                            ASSOCIATED CONSULTANTS




    Footing step :                         3-N12 Z Bars                                                                   D
    MAX. height -                          each face
    2xD
                       Trench mesh or reinforcing
                       bars as specified                                                                                                                                                     Slab mesh


                D                                                                                Trench mesh or reinforcing bars                                    350
                                                                                                                                                                    MAX.
                                                                                                 as specified                                                                                                               REVISION LIST
                                                                                                                                                                                                                            A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22




                                                               1.5 x D
                                                                                                                                               100                                500
                                                               450 min.

                                          TYPICAL FOOTING BEAM STEP (STEP GREATER THAN 200 mm)                                                    TYPICAL SLAB STEP DETAIL
                                                              Not to Scale                                                                 (SUITABLE FOR STEP LESS THAN 350 mm DEEP)                                       Computer File

                                                                                                                                                                                                                           DRAWING NUMBER
                                                                                                                                                                                                                                                             220873FD.DWG
                                                                                                                                                                                                                                                                              SHEET   REV.
                                                                                                                                                                Not to Scale                                                                                  22-0873-F7        7 A