220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · 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.                                                                MINIMUM COVER   20 mm Top & Bottom       20 mm              45 mm                 LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD




SLAB EDGES                                                                                                                                                                                                                                                                                                                        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
                                                                                                                                                    N12 @ 200 CRS top and bottom. Bottom laid first, top laid fourth.                                                                                            PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                                                    LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                                                                                                             CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                                                               PAUL CLOUT DESIGN
                                                                                                                                                                                                                                                                                                               PROPOSED RESIDENCE
                                                                                                                   Direction of N12 reinforcement
                                                                                                                                                                                                                                                                                                               NO. 27 ADAMS STREET
                                                                                                                   bottom laid second, top laid                                                                                                                                                                SUNSHINE BEACH
                                                                                                                   third. 500mm min. laps.                                                                      Lift shaft
                                                                                                                                                                                                                by others
                                         N12 @ 200 CRS top and bottom. Bottom laid second, top laid third.




                                                                                                                                                                                                                                                                                                             DRAWING TITLE
                                                                                                                                                                                                          id                                                                                                   STRUCTURAL PLAN
                                                                                                                                                                                                       vo



                                                                                                                                                                                                                                                                                                             SCALES


                                                                                                                                                    Direction of N12
                                                                                                                                                    reinforcement bottom
                                                                                                                                                                                                                                                                                                               0                                1            2   3        4m




                                                                                                                                                                                       id
                                                                                                                                                    laid first top laid fourth.




                                                                                                                                                                                       vo
                                                                                                                                                    500mm min. laps.
                                                                                                                                                                                                                                                                                                                Orig. 1:100

                                                                                                                                                                                                                                                                                                             SURVEY DATUM
                                                                                                                                                                          C3
                                                                                                                                                                                                                                                                                                               .
                                                                                                                                                                                                                                                                                                             ASSOCIATED CONSULTANTS



      N12 bars @ 150 CRS each way
       top and bottom to terrace area
                       (external slab)                                                                       C2

                                                                                                                                                                                                                                                                         Suspended slab reinforcement and
                                                                                                                             C1                                                   C1
                                                                                                                                                                                                                                                                         thicknesses as per engineering

                                                                                                                                                                                                                                                                                  N12 starters @ 400
                                                                                                                                                                                                                                                                                  CRS. 500 laps min.




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

                                                                                                                                                                                                                                                     Blockwork reinforcement
                                                                                                                                                                                                                                                          as per engineering




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

                                                                                                                                                                                                                                                                                                                                               22-0873-F18               18 A