Slope Stability - lindsays

REINFORCEMENT BARS ARE REQUIRED TO
HAVE THE TYPICAL COG DETAIL ON ALL
CANTILEVERED SLAB EDGES

DRIP NOTCH REQUIRED ON ALL                                                                                                                                                                                                                                         LINDSAY CONSULTING PTY LTD




CANTILEVERED SLAB EDGES                                                                                                                                                                                                                                          LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                    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




                                                                                                                                 190
                        19




                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                 C2




                                                                                                                                                                                                            19
                          0




                                                                                                                                                                                                                                                                   PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                  Indicates proposed                                                                                                  LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                                                               CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                  downpipe locations in

                                                                                                                                                                                                                                                                 GUY MELDRUM
                                                                                                                                                  roof suspended slab

                                                                                                                                                                                                                                                                 PROPOSED RESIDENCE




                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                 NO.4 TRISTANIA DRIVE




                                                                                                                                                                                                            22
              22




                                                                                                                                                                      FALL
                0




                                                                                                                                                                                                                                                                 MARCUS BEACH



                                                                                                    FALL
                                                                              C1



                                                                                                                                                                                                                                                               DRAWING TITLE
                                                                                                                                                                                                 C2
                                                                                                                                                                                                                                                                 STRUCTURAL PLAN




                                                                                                                                                                                                           22
                                                                                                                                       22




                                                                                                                                                                                                             0
                                                                                                                                         0
              25
               5




                                                        FA
                                                          LL                                                                                                                                                                                                   SCALES
                                                                                                                                                                              300 high x 190 wide
                    5




                                                                                                                                       25
               25




                                                                                                                                        5
                                                                                                                                                                                                                                                                 0                                1            2   3        4m
                                                                                                                                                                              concrete hob to
                                                                                                                                                                              perimeter of roof
                                                                                                                                                                              suspended slab
                                                                                                                                                                                                                                                                  Orig. 1:100
                                                  A




                                                                                                                                       27
                    0
               27




                                                                                                                                        0
                                                                                                                                                                                                                                                               SURVEY DATUM
                                                                                                0
                                                                                            27
                                  0
                              25




                                                  A




                                                                                                                                                                                                                                                                 .
                                                                                                0
                                                                                            27




                                                                                                                                                               1240 approx.
                                                                                                                                                                                                                                                               ASSOCIATED CONSULTANTS
                                      240                                                                           Suspended slab
                                                                                                           reinforcement as per plan                                             190
                                                        FA
                                                             LL
                                                                                                0
                          25




                                                                                            27




                                                                                                                                                                                           300
                              0




                                                                                                                     250




                                                                                                                                                                                                      50
                                                                             C3
                                  0




                                                                  25




                                                                                           27
                              25




                                                                                                                                                                                                                             WATERPROOFING OF THE ROOF
                                                                   0




                                                                                            0




                                                                                                                                                                                                                  250
                                                  oid                                oid                                                                                                                                     STRUCTURE IN ACCORDANCE WITH
                                               fv                                  fv
                                            roo                               roo                                                                                                                                            BUILDERS SPECIFICATIONS
                                                                       300
                                  0




                                                                                           30




                                                                                                                             N16 starter bars @
                              30




                                                                                            0




                                                                                                                                                           SECTION A-A
                                                                                                                                200 crs top and
                                                                                                                             bottom & each end                                                                          SLAB THICKNESS NOMINATED IS MINIMUM
                                                                                                                                                                                                                        DEPTH. BUILDER SHALL INCREASE THE
                                                                                                                                                                                                                                                               REVISION LIST
                                                                                                                                                                                                                        SLAB WHERE NECESSARY TO PROVIDE        A BUILDER REVIEW - NOT FOR CONSTRUCTION                      25/03/22
                                                                                                                                                                                                                        FALL AS SHOWN BY ARCHITECT


                                                                                                                                                                                                      SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE
                                                                                                                                                                                                      ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
ROOF SUSPENDED SLAB THICKNESS PLAN                                                                                                                                                                    SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO
                                                                                                                                                                                                                                                              Computer File
SCALE 1:100
                                                                                                                                                                                                      SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                               220061FD.DWG
                                                                                                                                                                                                                                                              DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                                                                                 22-0061-F20               20 A