Approved Plans & Documents - EXE22/0017

REINFORCEMENT BARS ARE REQUIRED TO HAVE                                                                                                                                                                                                                                      INTERNAL SLAB       EXTERNAL SLAB      EXTERNAL SLAB
THE TYPICAL COG DETAIL ON ALL CANTILEVERED                                                                                                   SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE
SLAB EDGES                                                                                                                                   ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT                                                EXPOSURE CLASSIFICATION                A1           A1 (ENCLOSED)       B2 (EXPOSED)
                                                                                                                                             SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO                                                    CONCRETE STRENGTH              32 MPa            32 MPa              40 MPa
DRIP NOTCH REQUIRED ON ALL CANTILEVERED                                                                                                      SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                                                                                                                                      LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                                                LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                            MINIMUM COVER   20 mm Top & Bottom       20 mm              45 mm                                    LTD
SLAB EDGES
                                                                                                                                                                                                                                                                                                                                                                                                      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
     N12 bars @ 150 CRS top steel                                                                                                             N12 @ 200 CRS top steel, N16 @ 200 CRS bottom steel. Bottom laid first, top laid fourth.                                                                                                          PRIOR EXPRESS WRITTEN CONSENT OF
  each way, N16 @ 200 CRS bottom                                                                                                                                                                                                                                                                                                                   LINDSAY CONSULTING PTY LTD
      steel each way to terrace area.                                                                                                                                                                                                                                                                                                        CLIENT AND PROJECT DESCRIPTION
                      (external slab)
                                                                                                                                                                                                                                                                                                                                              PAUL CLOUT DESIGN
                                                                                                                                                                                                                                                                                                                                              PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                                                                                              NO. 27 ADAMS STREET
                                        N12 @ 200 CRS top steel, N16 @ 200 CRS bottom steel. Bottom laid second, top laid third.




                                                                                                                                                                                                                                                                                                                                              SUNSHINE BEACH

                                                                                                                                                                                                                                                                             R.C. SLAB ON
                                                                                                                                                                                                                                                                               GROUND                                                        DRAWING TITLE
                                                                                                                                                                                                                                        id
                                                                                                                                                                                                                                     vo                                                                                                       STRUCTURAL PLAN


                                                                                                                                                                                                                                                                                                                                             SCALES


                                                                                                                                                                                                                                             Lift shaft
                                                                                                                                                                                                                                             by others                SUSPENDED SLAB TO LAP MIN.
                                                                                                                                                                                                                                                                                                                                              0                                1            2   3        4m




                                                                                                                                                                                                                       id
                                                                                                                                                                                                                    vo
                                                                                                                                                                                                                                                                      800mm INTO SLAB ON GROUND.
                                                                                                                                                                                                                                             Stair design             REFER FOUNDATION DETAILS                                                 Orig. 1:100
                                                                                                                                                                                                                                             by others

                                                                                                                                                                                                                                                                                                                                             SURVEY DATUM
                                                                                                                                                                               2-N16 bottom steel
                                                                                                                                                                                       2.0m long                                                                                                                                              .

                                                                                                                                   R.C. SLAB ON                                                                                                                                                                                              ASSOCIATED CONSULTANTS
                                                                                                                                     GROUND

                                                                                                                                                                                                                                         N12 bars @ 150 CRS top steel each way,
                                                                                                                                                                                                                                         N16 @ 200 CRS bottom steel each way
                                                                                                                                                                                                                                         to terrace area. (external slab)


                                                                                                                                                                                                                                                                                                        Suspended slab reinforcement and
                                                                                                                                                                                                                                                                                                        thicknesses as per engineering

                                                                                                                                                                                                                                                                                                                 N12 starters @ 400
                                                                                                                                                                                                                                                                                                                 CRS. 500 laps min.
                                    SUSPENDED SLAB TO LAP MIN.
                                   800mm INTO SLAB ON GROUND.
                                     REFER FOUNDATION DETAILS




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


                                                                                                                                                                                                                                                                                    Blockwork reinforcement
                                                                                                                                                                                                                                                                                         as per engineering




GROUND FLOOR SUSPENDED SLAB PLAN                                                                                                                                                                                                                                                     TYPICAL SUSPENDED SLAB SECTION                        Computer File
                                                                                                                                                                                                                                                                                                                                                                             220873FD.DWG
SCALE 1:100                                                                                                                                                                                                                                                                                           NOT TO SCALE                         DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                                              22-0873-F15               15 A