220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017

   Roof water slots to external          190              1-N16 horizontal                                                                                                             12mm baseplates
                                                                                                                                                                                                                                    N12 whiskers
        downpipes/rainhead to                             bar
                                                                                                                                                                                                                                    600 long
builder/architect specifications                                                                                             190              1-N16 horizontal
                                                                                         Roof water slots to external




                                                300 MIN
                                                                                              downpipes/rainhead to                           bar
                                                                                      builder/architect specifications
                                                                                                                                                                                                                                                                      LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                         LTD




                                                                                                                                    300 MIN
                                                                                                                                                                                       168.3 CHS              200 UC 52.2                 89x5 SHS
                                                                                                                                                                                                                                                                                                                              RPEQ 4928
                                                                                                                                                                                                                                                                      OFF. 2C/82 PARKER STREET, MAROOCHYDORE                PH 54 792 118
     Suspended slab
                                                            N12 starters @ 400                                                                                                                                                                                       THIS DRAWING REMAINS THE PROPERTY OF
    reinforcement as                                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD AND IS FOR
             per plan                                       CRS. 500 laps min.                                                                                                                                                                                         THE SOLE USE OF THE CLIENT. NO PART
                                                                                                   Suspended slab                              Cogs required to
                                                                                                                                                                                                                                                                     MAY BE USED IN PART OR WHOLE WITHOUT
                     1-N16 bar                              Blockwork reinforcement               reinforcement as                             cantilevered slab                                                                                                        PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                            1-N16 bar
                      hook bar                              as per engineering                             per plan                            sections only                                                                                                               LINDSAY CONSULTING PTY LTD
                                                                                                                            hook bar
                                                                                                                                                                                                                                                                    CLIENT AND PROJECT DESCRIPTION

                         TYPICAL WALL SECTION (1)                                                       TYPICAL WALL SECTION (2)                                                                                                                                      PAUL CLOUT DESIGN
                                                                                                                                                                                                                                                                      PROPOSED RESIDENCE
                                     NOT TO SCALE                                                                  NOT TO SCALE
                                                                                                                                                                               Refer column for                                 12 mm end plate
                                                                                                                                                                                                                                                                      NO. 27 ADAMS STREET
                                                                                                                                                                         number of N12 whiskers.
                                                                                                                                                                                                                                                                      SUNSHINE BEACH
                                                                                                                                                                                       600 long.
                                                                                                                                                                                                                                Steel column
                                                                                             Cogs required to                                                                                                                                                       DRAWING TITLE
                                       FALL                                                  cantilevered slab                                                                                                                                                        SUSPENDED SLAB DETAILS
                                                                                             sections only                                                                                                 COLUMN END PLATE
                                                                                                                                                                                                               NOT TO SCALE

                                                                                       300
                                                                                                                                                                                                                                                                    SCALES
                  Suspended slab                    1-N16 bar hook bar                         1-N16 horizontal
                 reinforcement as                                                                                                                                                                    220
                                                                                               bar
                          per plan                                           100
                                                                                                                                                                                               50 60 60 50
                                                                                                                                                                                                                                                                      0                                1            2   3        4m
                                      TERRACE SLAB EDGE                                                                                                                                                                                                                Orig. 1:100
                                            NOT TO SCALE                                                                                                                                                                     220.0x220.0x20.0 mm BASE PLATE
                                                                                                                                                                                                                             (fy = 250.00 MPa, fu = 410.00 MPa)
                                                                                                                                                                                                                             6.0 mm CFW SP WELDS                    SURVEY DATUM




                                                                                                                                                                         60 50 50 60
                                                                                                                                                                                                                             4M16 4.6N/S (fu = 400.00 MPa) BOLTS
                                                                                                                                                                                                                             RAMSET CHEMSET REO 502                   .




                                                                                                                                                                   220
                                                                                                                                                                                                                             200 MIN. EMBEDMENT
                                                                                                                                                                                                                                                                    ASSOCIATED CONSULTANTS

                                                                                                                                                                                                                 Slab edge



                                                                                                                                                                     200 UC 52.2 COLUMN TO SLAB CONNECTION
                                                                                                                                                                                                              NOT TO SCALE




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




                                                                                                                                                                                                                                                                   Computer File
                                                                                                                                                                                                                                                                                                     220873FD.DWG
                                                                                                                                                                                                                                                                   DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                                                                                      22-0873-F22               22 A