Slope Stability - lindsays

                                                                       N12 @ 200 CRS top and bottom to main residence. Bottom laid first, top laid fourth                                            N12 @ 150 CRS top and bottom to terrace & pool surround. Bottom laid first, top laid fourth



                                                                     Void                                                                                                                                                                                                                                                                                               LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                                                                                                      LINDSAY CONSULTING PTY




                                                                                                                                                                                                                                                                                                        N12 @ 200 CRS top and bottom to terrace & pool surround.
                                                                                                                                                                                                                                                                                                                                                                                         LTD


                                                                                                                                                                                                                                                                                                                                                                                                                              RPEQ 4928
                                                                                                                                                                                                                                                                                                                                                                      OFF. 2C/82 PARKER STREET, MAROOCHYDORE                PH 54 792 118
                                                                Direction of N12
                                                                                                                                                                                                                                                                                                                                                                     THIS DRAWING REMAINS THE PROPERTY OF
                                                                reinforcement bottom                 Provide N12 top steel                                       Provide N12 top steel                                                                                                                                                                               LINDSAY CONSULTING PTY LTD AND IS FOR




                                                                                                                                                                                                                                                                                                                   Bottom laid second, top laid third.
                                                                laid first top laid fourth.
                                                                                                     intermediates 2.0m                                            intermediates 2.0m                                                                                                                                                                                  THE SOLE USE OF THE CLIENT. NO PART
                                                                450mm min. laps.
                                                                                                                                                                        long each way.                                                                                                                                                                               MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                     long each way.                                                                                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                                                                                                           LINDSAY CONSULTING PTY LTD

                                                                                      C3                               C1            Direction of N12
                                                                                                                                                                                                                                                         PROPOSED POOL                                                                                              CLIENT AND PROJECT DESCRIPTION
                                                                                                                                     reinforcement bottom laid
                                                                                                                                                                                                                                                                                                                                                                      GUY MELDRUM
                                                                                                                                                                                                                                                                                                                                                                      PROPOSED RESIDENCE
                                                                                                                                     second top laid third.
                                                                                                                                     450mm min. laps.

                                                                                                                                                                                                                                                                                                                                                                      NO.4 TRISTANIA DRIVE
   N12 @ 200 CRS top and bottom to main residence.




                                                                                                                                                                                                                                                                                                                                                                      MARCUS BEACH
          Bottom laid second, top laid third.




                                                                                                                                                                                         C4


                                                                                                                                                                                                                                                                                                                                                                    DRAWING TITLE
                                                                                                 void

                                                                                                                                                                                                                                                                                                                                                                      STRUCTURAL PLAN


                                                                                                                               C4                                                                                                                                                                                                                                   SCALES
                                                                                                                                                                                         N12 bars @ 150 CRS each way
                                                                                                                                                                                         top and bottom to terrace area
                                                                                                  id
                                                                                                vo
                                                                                                                                                                                                                                                                                                                                                                      0                                1            2   3        4m
                                                                                                                                                                                         (external slab)


                                                                                                                                                                                                                                                                                                                                                                       Orig. 1:100
                                                                                                                      Provide 3-N12 top
                                                                                                                      steel trimmer bars                                                                                                                                                                                                                            SURVEY DATUM

                                                                                                                                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                           INTERNAL SLAB         EXTERNAL SLAB        EXTERNAL SLAB
                                                                                       C1
                                                                                                                                                                                                         EXPOSURE CLASSIFICATION                  A1             A1 (ENCLOSED)        B2 (EXPOSED)
                                                                                                                         N12 bars @ 150 CRS each way                                                           CONCRETE STRENGTH                32 MPa               32 MPa               40 MPa                                                                    ASSOCIATED CONSULTANTS
                                                                                                                         top and bottom to terrace area
                                                                                                                         (external slab)                                                                             MINIMUM COVER        20 mm Top & Bottom          20 mm                45 mm


                                                                              C3                                                                                             REINFORCEMENT BARS ARE REQUIRED TO
                                                                                                                                                                             HAVE THE TYPICAL COG DETAIL ON ALL
                                                                                                                   N20 longitudinal beam                                     CANTILEVERED SLAB EDGES
                                                                                                                   bars to be cogged top                                                                                                                                  Suspended slab reinforcement and
                                                                                                                   and bottom                                                                                                                                             thicknesses as per engineering
                                                                                                                                                                             DRIP NOTCH REQUIRED ON ALL
                                                                                                                                                                             CANTILEVERED SLAB EDGES                                                                               N12 starters @ 400
                                                                                                                                                                                                                                                                                   CRS. 500 laps min.

                                                     400x300 concrete angled                  Concrete beam requires
                                                                                                                                                                      SLAB THICKNESS NOMINATED IS MINIMUM




                                                                                                                                                                                                                                                         x
                                                     column with 6-N20 cage                   3-N20 bars top and bottom
                                                     with N12 ligs @ 300 CRS.                 with N12 ligs @ 300 CRS.                                                DEPTHS. BUILDER SHALL INCREASE THE                                                                                                                                                            REVISION LIST
                                                                                                                                                                                                                                                                                                                                                                    A BUILDER REVIEW - NOT FOR CONSTRUCTION                      25/03/22
                                                     6-N20 starter bars with                  1200mm min. lap length.                                                 SLAB WHERE NECESSARY TO PROVIDE
                                                     1.0m lap.                                                                                                        FALL AS SHOWN BY ARCHITECT                                                    Blockwork reinforcement
                                                                                                                                                                                                                                                         as per engineering

                                                                                                                                             SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE
                                                                                                                                             ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
FIRST FLOOR SUSPENDED SLAB PLAN                                                                                                              SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO
                                                                                                                                                                                                                                                       TYPICAL SUSPENDED SLAB SECTION                                                                              Computer File
                                                                                                                                             SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                                                                                                                                                                                             220061FD.DWG
SCALE 1:100                                                                                                                                                                                                                                                             NOT TO SCALE                                                                               DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                                                      22-0061-F18               18 A