Slope Stability - lindsays

                               400
                                                                                                                                 LINDSAY CONSULTING PTY LTD




                                                                                                                               LINDSAY CONSULTING PTY
                                                                                                                                                  LTD


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

                                                                                                                              THIS DRAWING REMAINS THE PROPERTY OF




                              200
                                                                                                                              LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                              MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                 PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                    LINDSAY CONSULTING PTY LTD

                                           40                                                                                CLIENT AND PROJECT DESCRIPTION
                                             0
                                                                                                                               GUY MELDRUM
                                                                                                                               PROPOSED RESIDENCE
                                                                                                                               NO.4 TRISTANIA DRIVE
                                                                                                                               MARCUS BEACH
                                                                                                    120
                                                                                                       0

                                                                                                                             DRAWING TITLE
                                                                                                                               CONCRETE STAIR DETAIL




                                                                                            0
                                                                                          20




                                                                                                                      200
                                                                                           40                                SCALES
                                                                                                0


                                                                                                              400
                 STAIR REINFORCEMENT
                 1. N12-200 EACH WAY AS SHOWN, UNLESS NOTED OTHERWISE.
                 2. MINIMUM LAP 400 MM CRANK ENDS OF REINFORCEMENT AS NECESSARY UNLESS
                    NOTED OTHERWISE.
                 3. COVER 20 mm INTERNAL
                 4. COVER 45 mm EXTERNAL                                                                        400
                 5. CONCRETE STRENGTH N32                                                                                    SURVEY DATUM
                 6. SETOUT DIMENSIONS AND LEVELS TO BE IN ACCORDANCE WITH ARCH DETAILS.     600
                                                                                                                               .




                                                                                                                      200
                                                                                                                             ASSOCIATED CONSULTANTS
      20
       0




  0
60

                                                                          0
                                                                        70                           40
                                                                                                          0




                                                                              20
                                                                              0
                                                                                      0
                                                                                    40

                                                                  400
                                                                                                                             REVISION LIST
                                                                                                                             A BUILDER REVIEW - NOT FOR CONSTRUCTION              25/03/22




      TYPICAL STAIR DETAILS
                NTS
                                                                                                                            Computer File
                                                                                                                                                              220061FD.DWG
                                                                                                                            DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                               22-0061-F22       22 A