Slope Stability - lindsays

                                                                                      290x290 blockwork piers
                                                                                       with 4-N16 vertical bars
                                                                                                                                                                                                                  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
                            Pack out wall to
                            conceal C3
                                                                                                                                                                                                              CLIENT AND PROJECT DESCRIPTION
                                        C3               C1                                                                                        PROPOSED POOL
                                                                                                                                                                                                                GUY MELDRUM
                                                                                                                                                                                                                PROPOSED RESIDENCE
                                                                                                                                                                                                                NO.4 TRISTANIA DRIVE
                                                                                                                                                                                                                MARCUS BEACH
                                                                                                  C4

                                                                                                                                                                                                              DRAWING TITLE
                                                                                                                                                                                                                STRUCTURAL PLAN
                                                                             290 wide x 390 mm long
                                                                             MIN. block piers with                                                   Pool supporting blockwork
                                                                             2-N16 vertical bars                                                     requires N16 reinforcement at
                                                                                                                                                     400 CRS each way


                       id
                                                                                  C1 - 89x89x5 SHS column fixed to slab with 225x90x12mm baseplate and                                                        SCALES
                     vo                                       C4                  2-M12 chemsets. Ramset chemset reo 502. 130mm min. embedment.

                                               vo
                                                 id                               C2 - Ø168.3 x 6.4 CHS column fixed to slab with 12mm baseplate and                 Bracing Required          121.4 kN         0                                1            2   3        4m
                                                                                  4-M12 chemsets. Ramset chemset reo 502. 130mm min. embedment.                      Bracing Provided          >>130kN
                                                                                                                                                                                                                 Orig. 1:100
                                                                                  C3 - 150x150x4 SHS column fixed to slab with 325x150x12mm baseplate
              190mm core-filled blockwork             LIFT SHAFT BY OTHERS
                                                                                  with 2-M12 chemsets. Ramset chemset reo 502. 130mm min. embedment.
              with N16 vertical bars @ 400                                                                                                                                                                    SURVEY DATUM
              CRS each way & as shown.
                                                                                  C4 - 89x89x5 SHS column fixed to slab with180x90x12mm corner baseplate                                                        .
                                        C1                                        and 2-M12 chemsets. Ramset chemset reo 502. 130mm min. embedment.
                                                                                                                                                                                                              ASSOCIATED CONSULTANTS
                                                                                                                   2-N16 whiskers
                                                                                                                   to top of plate
                                                                                                                                                                     Bracing Required          104.1 kN
                                                                                                                   (600 mm long)
                                                                                                                                                                     Bracing Provided          >>110 kN
                                  C3

                                                                                                                                                                  WIND CLASSIFICATION - N3

                                                                                                                                                                  STUD HEIGHTS & SIZES

                                                                                                                                                                  NON LOAD BEARING WALLS
                                                                                                                                 12 mm end plate
                                                                                                                                                                  STUDS 2700 - 90x35 MGP10 @ 450 CRS

                                                                                                                                                                  TOP PLATE - 90x35 MGP10
              400x300 concrete angled                                                                                            Steel column
              column with 6-N20 cage                                                                                                                              BOTTOM PLATE - 90x35 MGP10                  REVISION LIST
                                                                                                                                                                                                              A BUILDER REVIEW - NOT FOR CONSTRUCTION                      25/03/22

                                                                                                          SHS/CHS COLUMN END PLATE
              with N12 ligs @ 300 CRS
                                                                                                                                                                  NOGGINGS - 1350mm CRS MAXIMUM

                                                                                                                                                                  ALL STUDS NOT NOTCHED
                                                                                                                  NOT TO SCALE
                                                                                                                                                                  ROOF BATTENS
                                                                                                                                                                  METAL ROOF BATTENS FIXED IN
                                                                                    SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE                               ACCORDANCE WITH MANUFACTURER'S
                                                                                                                                                                  SPECIFICATIONS

GROUND FLOOR 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-F16               16 A