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

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

DRIP NOTCH REQUIRED ON ALL
                                                                                                                                                                     LINDSAY CONSULTING PTY
                                                                                                                                                                       LINDSAY CONSULTING PTY LTD




CANTILEVERED 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
                                                                                                                     Proposed downpipe                              MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                       PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                               locations to be confirmed                                  LINDSAY CONSULTING PTY LTD
                                                                                                                   with builder/architect
                                                                                                                   (including rainheads)                           CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                     PAUL CLOUT DESIGN
                                                                                                                                                                     PROPOSED RESIDENCE
                                                                                                                                                                     NO. 27 ADAMS STREET
                                                                                                                                                                     SUNSHINE BEACH




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                              28




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                                                                  23




                                                                                                                                            20
                                                                               5
                                0




                                                                                                                        0
                                                                                               0




                                                                                                        25
                                                                                             23




                                                                                                          5
                                                                                                                                                                   DRAWING TITLE
                                                                                                                                                                     STRUCTURAL PLAN
                                                        0
                             30




                                                      30
                              0




                                                                                                                                                                   SCALES




                                                                                        5
                                                                        23
                                                             5




                                                                                                                 25




                                                                                                                                            23
                                                                                        20
                                                            25




                                                                         0




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                                                                                                                                             0
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                              0




                                                                                                                                                                     0                                1            2   3        4m
                             30




                                                      30
                                                       0




                                                oid
                                         o   fv
                                    Ro                                                                                                                                Orig. 1:100
                                                                                                        Timber pergola by others
                              0




                                                      30
                             30




                                                                        23
                                                       0




                                                                        0
                                                                                                                                                                   SURVEY DATUM




                                                                                   20
                                               id
                                            vo




                                                                                   5
                                         of                                                                                                                          .
                                    Ro

                                                                                                                                                                   ASSOCIATED CONSULTANTS
                              0




                                                              5
                                                      28
                             28




                                                            25
                                                       0




                                                oid
                                       o   fv
                                    Ro
                                                                        20
                                                            0
                                                            23




                                                                        5
                                5




                                                      25
                             25




                                                       5




                                                                                                                                   WATERPROOFING OF THE ROOF
                                                                                                                                   STRUCTURE IN ACCORDANCE WITH
                                                                                                                                   BUILDERS SPECIFICATIONS


                                                                                                                        SLAB THICKNESS NOMINATED IS MINIMUM
                                                                                                                        DEPTH. BUILDER SHALL INCREASE THE
                                                                                                                        SLAB WHERE NECESSARY TO PROVIDE            REVISION LIST
                                                                                                                                                                   A BUILDER REVIEW - NOT FOR CONSTRUCTION                      19/08/22
                                                                                                                        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
                                                                                                    SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                   Computer File
SCALE 1:100                                                                                                                                                                                         220873FD.DWG
                                                                                                                                                                  DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                     22-0873-F20               20 A