Slope Stability - lindsays

REINFORCEMENT BARS ARE REQUIRED TO HAVE                                                                                                                                                                        INTERNAL SLAB        EXTERNAL SLAB       EXTERNAL SLAB
THE TYPICAL COG DETAIL ON ALL CANTILEVERED
                                                                                                                                                                                 EXPOSURE CLASSIFICATION              A1            A1 (ENCLOSED)       B2 (EXPOSED)
SLAB EDGES
                                                                                                                                                                                      CONCRETE STRENGTH             32 MPa               32 MPa            40 MPa
                                                                                                                                                                                                                                                                             LINDSAY CONSULTING PTY LTD




DRIP NOTCH REQUIRED ON ALL CANTILEVERED                                                                                                                                                       MINIMUM COVER   20 mm Top & Bottom         20 mm             45 mm           LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                              LTD
SLAB EDGES
                                                                                                                                                                                                                                                                                                                                   RPEQ 4928
                                                                                                                                                                                                                                                                           OFF. 2C/82 PARKER STREET, MAROOCHYDORE                PH 54 792 118

                                                                                                                                                  Indicates proposed                                                                                                      THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                          LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                            THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                downpipe locations in
                                                                                                                                                 roof suspended slab                                                                                                      MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                             PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                LINDSAY CONSULTING PTY LTD
                                                                                    N16 @ 200 CRS top and bottom. Bottom laid first, top laid fourth                                                                                                                     CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                    2-N16 whiskers                         GUY MELDRUM
                                                                                                                                                                                                                                    to top of plate                        PROPOSED RESIDENCE
                                                                                                                                                                                       C2                                           (600 mm long)                          NO.4 TRISTANIA DRIVE
                                                                                                                                                                                                                                                                           MARCUS BEACH
                                                                                                      Direction of N16
                                                                                                      reinforcement bottom laid
                                                                                                      first top laid fourth.
                                                                                                      800mm min. laps.
                                                                                                                                                                                                                                                                         DRAWING TITLE
                                                                                                                                                                                                                                                                           STRUCTURAL PLAN
                                                                     C1                                                                                                                                                                           12 mm end plate


                                                                                                                                                                                                                                                                         SCALES
                                                                                                                    Direction of N16 reinforcement
                                                                                                                    bottom laid second, top laid
                                                                                                                    third. 800mm min. laps.
                                                                                                                                                                                                                                                  Steel column

                                                                                                                                                                                                                      SHS/CHS COLUMN END PLATE
                                                                                                                                                                                       C2
                                                                                                                                                                                                                                                                           0                                1            2   3        4m
                                                                                                                                                                                                                                   NOT TO SCALE
        Bottom laid second, top laid third.
        N16 @ 200 CRS top and bottom.




                                                                                                                                                                                                                                                                            Orig. 1:100
                                                                                                                                                                                                     Suspended slab reinforcement and
                                                                                                                                                                        300 high x 190 wide
                                                                                                                                                                                                        thicknesses as per engineering
                                                                                                                                                                        concrete hob to                                                                                  SURVEY DATUM
                                                    A




                                                                                                                                                                        perimeter of roof
                                                                                                                                                                        suspended slab                                                                                     .




                                                                                                                                                                                                                           x
                                                                                                                                                                                                                                                                         ASSOCIATED CONSULTANTS

                                                                                                                                                                                                                  N12 starters @ 400
                                                                                                                                                                                                                  CRS. 500 laps min.
                                                    A




                                                                                                                                                                                                                   Blockwork reinforcement
                                                                                                                                                                                                                        as per engineering


  4-N16 bars top                                                                                                                                                                                                       TYPICAL SUSPENDED SLAB SECTION
     and bottom                                                                                                                                                                                                                          NOT TO SCALE

                                                                   C3
                                                                                                                                                                                                              SLAB THICKNESS NOMINATED IS MINIMUM
                                                                                                                                                                                                              DEPTH. BUILDER SHALL INCREASE THE
                                                        id                    id                                                                                                                                                                                         REVISION LIST
                                                 f vo                     f vo                    Provide 4-N16                                                                                               SLAB WHERE NECESSARY TO PROVIDE                            A BUILDER REVIEW - NOT FOR CONSTRUCTION                      25/03/22
                                              roo                     roo
                                                                                                  corner bars                                                                                                 FALL AS SHOWN BY ARCHITECT


Provide 4-N16                                 N16 @ 200 CRS top and bottom.
                                               Bottom laid first, top laid fourth
                                                                                                                                                                                        SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE
   corner bars
                                                                                                                                                                                        ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
ROOF SUSPENDED SLAB PLAN                                                                                                                                                                SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO
                                                                                                                                                                                        SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                     Computer File
                                                                                                                                                                                                                                                                                                          220061FD.DWG
SCALE 1:100                                                                                                                                                                                                                                                             DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                                                                                           22-0061-F21               21 A