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Approved Plans & Documents - EXE22/0017

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Plans and drawings: the text below has words only, no drawings.

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                                                                                                                                                                                                         1000 mm max.

N16 starter bars to match                                                                                                                                                                                                             Internal load - bearing wall
      wall reinforcement.                                                                                                                                                   FABRIC
                                                  Blockwork
       800mm min. laps.
                                                                                                                                                                                                                                                                        LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                          LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                           LTD



                                                                      FABRIC                                                            Compacted sand fill                                                                                                             OFF. 2C/82 PARKER STREET, MAROOCHYDORE
                                                                                                                                                                                                                                                                                                                        RPEQ 4928
                                                                                                                                                                                                                                                                                                                      PH 54 792 118

                                                                                                                                                                                                                                                                       THIS DRAWING REMAINS THE PROPERTY OF
                                                                                  100                                                                                                                                                                                  LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                         THE SOLE USE OF THE CLIENT. NO PART




                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                                                       MAY BE USED IN PART OR WHOLE WITHOUT




                                                                                                                                                                                                          FD
     BCA




                                                                                                                                                                                                                                                                          PRIOR EXPRESS WRITTEN CONSENT OF
                     1 on 20 fall                                                                                                                                                                                                                                            LINDSAY CONSULTING PTY LTD
               FSL                      300
                                                                               Compacted sand fill                                                                                                                                                                     CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                           Starters
                                                                                                                                                                                              450                                                                       PAUL CLOUT DESIGN
D




                                                                                                                                                                1-N16 through top of                                4-L12TM
                                                                      STARTERS                                                                                screw pile 500mm long                                                                                     PROPOSED RESIDENCE
     FD




                                                                                                                                                                                                                    fabricated cage
                                                                                                                                                                tied to reinforcement.                                                                                  NO. 27 ADAMS STREET
                                                                                                                                                                                                                                                                        SUNSHINE BEACH
                                                                                                                                                                                                             Screw Piles
                                                               1-N16 through top of                                                                                                                          Rating as per sheet F2
                                                               screw pile 500mm long
       4-L12TM                                                 tied to reinforcement.
                                            450                                                                                                                                                                                                                        DRAWING TITLE
fabricated cage
                                                                                                                                                                                                                                                                        FOUNDATION DETAILS
                                                              Screw Piles                                  FOUNDATION SPECIFICATIONS
                                                              Rating as per sheet F2
                                                                                                           FABRIC               SL82                                              TYPICAL INTERNAL BEAM - IB1
                                                                                                                                                                                                                                                                       SCALES
                                                                                                           STARTERS             R10 LIGS @ 600 CRS                                        Not to scale
                                                                                                           D (DEPTH)            700mm MIN
                                                                                                           FD (FOOTING DEPTH)   500mm MIN
                    BLOCK EXTERNAL EDGE BEAM - EB1
                                        Not to scale

                                                                                                                                                                                                                                                                       SURVEY DATUM

                                                                                                                                                                                                                                                                        .
                                                                                        FABRIC
                                                                                                                                                                                                                                                                       ASSOCIATED CONSULTANTS

                                                                                                     100
              BCA




                                                                                                                    Compacted
    300 MIN




                             1 on 20 fall
                      FSL                                                                                           sand fill




                3-L11 TM                          350

                               EXTERNAL EDGE BEAM - EB2
                                              Not to scale                                                                                                                                                                                                            REVISION LIST
                                                                                                                                                                                                                                                                      A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22




                                                                                                                                                                                                                                                                     Computer File
                                                                                                                                                                                                                                                                                                       220873FD.DWG
                                                                                                                                                                                                                                                                     DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                                                        22-0873-F3        3 A

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