Slope Stability - lindsays

                                                                                                                                                                                                          LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                        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
                                                                                                                                                                                                       MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                          PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                             LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                      CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                        GUY MELDRUM
                                                                                                                                                                                                        PROPOSED RESIDENCE
                                                                                                                                                                                                        NO.4 TRISTANIA DRIVE
                                                                                                                                                                                                        MARCUS BEACH
                                                                                  R.C. SLAB ON GROUND


                                                                                                                                                                                                      DRAWING TITLE
                                                                                                                                                                                                        STRUCTURAL PLAN


                                                                                                                                                                                                      SCALES


                                                                                                                                                            Bracing Required          76.6 kN           0                                1            2   3        4m
              200 series blockwork                                                                                                                          Bracing Provided          >>100kN
              retaining walls as per
                              details                  vo
                                                         id                                                                                                                                              Orig. 1:100
                                                                             id
                                                                          vo

                                                                                                                                                                                                      SURVEY DATUM

                                                                                                                                                                                                        .
                                                                                                        LIFT SHAFT BY OTHERS
                                                  290mm blockwork blade                                                                                                                               ASSOCIATED CONSULTANTS
                                                  column with N16 @ 400
                                                          CRS each way
                                                                                                                                                            Bracing Required          97.1 kN
                                                                                                                                                            Bracing Provided          >>100kN
                                                                                                         Planter boxes, garden beds,
                                                                                                         stairs & landings at entry as
                                                                                                         per builders specifications
                                                                                                                                                         WIND CLASSIFICATION - N3

                                                                                                                                                         STUD HEIGHTS & SIZES

                                                                                                                                                         NON LOAD BEARING WALLS

                                                                                                          400x300 concrete                               STUDS 2700 - 90x35 MGP10 @ 450 CRS
                                                                                                          column with 6-N20
                                                                                                          cage with N12 ligs                             TOP PLATE - 90x35 MGP10
                                                                                                          @ 300 CRS                                      BOTTOM PLATE - 90x35 MGP10                   REVISION LIST
                                                                                                                                                                                                      A BUILDER REVIEW - NOT FOR CONSTRUCTION                      25/03/22
                                                                                                                                                         NOGGINGS - 1350mm CRS MAXIMUM
                                        300 series blockwork
                                                                                                                                                         ALL STUDS NOT NOTCHED
                                        with N16 @ 400 CRS
                                        each way                                                                                                         ROOF BATTENS
                                                                                                                                                         METAL ROOF BATTENS FIXED IN
                                                                                                    SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE      ACCORDANCE WITH MANUFACTURER'S
                                                                                                                                                         SPECIFICATIONS

BASEMENT STRUCTURAL PLAN
                                                                                                    ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
                                                                                                                                                         PROTECTIVE COATINGS FOR STEELWORK MUST
                                                                                                                                                         BE IN ACCORDANCE WITH THE BCA 3.4.4.4 AND
                                                                                                    SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO                                               Computer File
                                                                                                                                                                                                                                       220061FD.DWG
SCALE 1:100                                                                                         SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.          TABLE 3.4.4.2
                                                                                                                                                                                                     DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                        22-0061-F13               13 A