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

                                     3 Y12 bars or extend                                                              2D (eg. 1200)                                   Trench mesh (refer
                                                                                                                                                                       edge beam detail)
                                                                                                                                                                                                                     500 typical
                                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                   LINDSAY CONSULTING PTY LTD




                                     B2 mesh to far side                                                                                                                                                                                                            LTD

                                     of external footing beam mesh
                                                                                                                                                                                                                                                                                                 RPEQ 4928

      '1'                                                      '1'
                                                                                                                                                                                                                                                 OFF. 2C/82 PARKER STREET, MAROOCHYDORE

                                                                                                                                                                                                                                                THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                               PH 54 792 118



                                                                                                 D                                                                                                                                  1/Y12
                                                                                                                                                                                                                                    Corner
                                                                                                                                                                                                                                                LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                  THE SOLE USE OF THE CLIENT. NO PART
                                                                                         (eg. 600)                                                                                                                                              MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                    lap bar        PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                      LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                                                CLIENT AND PROJECT DESCRIPTION
                                                Internal footing beam                                                                                  Corner Bars shall be provided
                                                                                                                                                       at all corners as per corner             External Edge Beam                               PAUL CLOUT DESIGN
                            External Footing Beam                                                                                                      bar lap detail.                                                                           PROPOSED RESIDENCE
                                                                                                                                                                                                                                                 NO. 27 ADAMS STREET
                                                                                                                                                                                                                                                 SUNSHINE BEACH
     TYPICAL FOOTING BEAM INTERSECTION DETAIL                                                                                                                                                       OUTSIDE CORNER LAP BAR DETAIL
                          Not to Scale                                                                           TYPICAL OFFSET FOOTING DETAIL                                                                       Not to Scale
                                                                                                                               Not to scale                                                                                                     DRAWING TITLE
                                                                                                                                                                                                                                                 REINFORCEMENT DETAILS

                                            Construction joint
                                                 3 Y12 bars top                                                                                                                                                                                 SCALES
                                                 where internal beam top steel
                                                 is provided
                                                    Slab mesh
                                                                                                                       FSL
            1 : 20 fall
                                                                                                                       SL                                                   MIN. 75mm sand
                                            Internal Footing Beam                                               100                                                         surround.
                                                                                                                MIN.                                                                                                                            SURVEY DATUM

External Footing beam                                                   Trench mesh (refer                                                 1:60 MIN.                                                                                             .
                                   100                                  internal footing beam)
                                   max.           3 Y12 bars
                                                  Bottom                                                                                                                                                                                        ASSOCIATED CONSULTANTS
                                                                                                     Approved pipe wrapping.
             40 Cover                     500                                                        6 mm for S & M Sites
                                          LAP                               1                        20 mm for H Sites
                                                                5                                                                                                      Minimum 50 clearance
                                                                                                                                       300 min. or as required         from all reinforcement
                                SECTION 1 - 1                                                                                          by Local Authority
                                   Not to Scale
                                                                                                                            TYPICAL FOOTING PENETRATION DETAIL
                                                                                                                                         Not to Scale




                                                                                                                                                                                                                                               REVISION LIST
                                                                                                                                                                                                                                               A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22




                                                                                                                                                                                                                                              Computer File
                                                                                                                                                                                                                                                                                220873FD.DWG
                                                                                                                                                                                                                                              DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                                 22-0873-F8        8 A