Slope Stability - lindsays

                                                                                                                                                                                                                                                                                LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                              LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                 LTD


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

                                                                                                                                                                                                                                                                             THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                             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
                                                                                                                                    R.C. SLAB ON GROUND
                                                                                                                                                                                                                                                                            CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                              GUY MELDRUM
                                                                                     N12 @ 200 CRS top and bottom U.N.O.                                                                                                                                                      PROPOSED RESIDENCE
                                                                                       Bottom laid second, top laid third.
                                                                                                                                                                                                                                                                              NO.4 TRISTANIA DRIVE
               SUSPENDED SLAB TO LAP MIN.                                                                                                                                                                                                                                     MARCUS BEACH
              800mm INTO SLAB ON GROUND.
                REFER FOUNDATION DETAILS

                                                                                                                                                                                                                                                                            DRAWING TITLE
                                                                                                                                                                                                                                                                              STRUCTURAL PLAN
                                                                                                        id
                        SHOWER RECESS                                                                 vo

                                                                                                                               id                                                                                                                                           SCALES
                                                                                                                             vo
                                           N12 @ 200 CRS top and bottom U.N.O.




                                                                                                                                                                                                                                                                              0                                1            2   3        4m
                                                                                                                                                               Provide 5-N12
                                               Bottom laid first, top laid fourth.




                                                                                                                                                               intermediate top
                                                                                                                                                               bars 1.0m long
                                                                                                                                                                                                                                                                               Orig. 1:100


                                                                                                                                         N12 bars @ 150 CRS each way                                                                                                        SURVEY DATUM
                Provide 3-N12 top
                steel trimmer bars
                                                                                                                                         top and bottom to terrace area
                                                                                                                                         (external slab)
                                                                                                                                                                                                                                                                              .

                                                                                                                                         6-N16 Bars (@ 200 crs)                                                INTERNAL SLAB       EXTERNAL SLAB     EXTERNAL SLAB          ASSOCIATED CONSULTANTS
                                                                                                                                         bottom steel, 5m long min,                 EXPOSURE CLASSIFICATION          A1            A1 (ENCLOSED)      B2 (EXPOSED)
                                                                                                                                         each way.
                                                                                                                                                                                          CONCRETE STRENGTH        32 MPa             32 MPa             40 MPa

                   N12 bars @ 150 CRS                                                                                                                                                         MINIMUM COVER   20 mm Top & Bottom       20 mm              45 mm
                each way top and bottom
                      to lower roof area                                                                                                                       6-N20 starter bars
                                                                                                                                                               with 1.0m lap.                                                           Suspended slab reinforcement and
                                                                                                                                                                                                                                        thicknesses as per engineering
                                                                                                                                                               400x300 concrete column
                                                                                                                                                               with 6-N20 cage with N12                                                         N12 starters @ 400
                                           N20 longitudinal beam                                             Concrete beam requires                            ligs @ 300 CRS                                                                   CRS. 500 laps min.
                                           bars to be cogged top                                             3-N20 bars top and bottom
                                                      and bottom                                             with N12 ligs @ 300 CRS.
                                                                                                                                                   SLAB THICKNESS NOMINATED IS MINIMUM




                                                                                                                                                                                                                          x
 REINFORCEMENT BARS ARE REQUIRED TO                                                                          1200mm min. lap length.
                                                                                                                                                   DEPTHS. BUILDER SHALL INCREASE THE                                                                                       REVISION LIST
 HAVE THE TYPICAL COG DETAIL ON ALL                                                                                                                                                                                                                                         A BUILDER REVIEW - NOT FOR CONSTRUCTION                      25/03/22
 CANTILEVERED SLAB EDGES                                                                                                                           SLAB WHERE NECESSARY TO PROVIDE
                                                                                                                                                   FALL AS SHOWN BY ARCHITECT                                       Blockwork reinforcement
 DRIP NOTCH REQUIRED ON ALL                                                                                                                                                                                              as per engineering
 CANTILEVERED SLAB EDGES
                                                                                                                              SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE
                                                                                                                              ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
GROUND FLOOR SUSPENDED SLAB PLAN                                                                                              SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO
                                                                                                                              SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                            TYPICAL SUSPENDED SLAB SECTION                        Computer File
                                                                                                                                                                                                                                                                                                             220061FD.DWG
SCALE 1:100                                                                                                                                                                                                                           NOT TO SCALE                         DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                                                                                              22-0061-F15               15 A