Approved Plans & Documents - EXE22/0017

           NOTES                                                                                                                                                              d) Design      - Design suitable for sites up to and including Class H (AS2870-2011)
           1. STRUCTURAL                                                                                                                                                                     - If pool is located in fill or aboveground refer to Structural Engineer.
              a) Concrete - F'c = 25MPa at 28 days. 32MPa if within 1km of coastline                                                                                                         - Drawing not to be used for pools in Exposure Classification C (AS2783)
                                                                                                                                                                                                                                                                                                                             LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                                               LINDSAY CONSULTING PTY LTD




                          - Concrete shall comply with AS2783.                                                                                                                               - Walls have not been designed for cantilever walkways.                                                                                            LTD

                          - Concreting shall be carried out in one continuous operation by pneumatic spraying process.                                                        2. CONSTRUCTION
                          - Shade concrete and keep moist for 7 days.                                                                                                            a) Construction shall comply with AS2783.                                                                                                                                                   RPEQ 4928
                          - Exposure Classification (AS2783) - B2.                                                                                                                                                                                                                                                           OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118

                                                                                                                                                                              3. GENERAL                                                                                                                                    THIS DRAWING REMAINS THE PROPERTY OF
                 b) Reinforcement
                               - Fy = 250MPa. S12 bars throughout, lap 400 where required.                                                                                       a) Ground water pressure shall be relieved by Hydrostatic valve as shown.                                                                  LINDSAY CONSULTING PTY LTD AND IS FOR
                               - Bars shall be tied securely in position.                                                                                                        b) Surface water shall be prevented from penetrating down beside pool wall by                                                                THE SOLE USE OF THE CLIENT. NO PART
                               - Cover shall be 65mm to vertical reinforcement to the inside face.                                                                                  grading surrounding areas away from the pool.                                                                                           MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                                                                               PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                 c) Security fencing shall be as required by the Local Authority.                                                                                 LINDSAY CONSULTING PTY LTD
                 c) Foundations - Excavation shall follow contours of pool shape. Where over excavation occurs fill with concrete.                                               d) Finishes to pool surface shall be as detailed by Pool Contractor.
                                - Foundation material shall be uniform over entire pool base, if not refer to Engineer.                                                          e) All hydraulic equipment (eg. pump, filter, hydrostatic relief valve, skimmer box etc.)                                                  CLIENT AND PROJECT DESCRIPTION
                                - In clay or rocky ground use 75mm thick layer of 20mm nominal gravel under base.                                                                   shall be as specified by the Pool Contractor
                                - Minimium safe bearing capacity - 100kPa                                                                                                                                                                                                                                                    PAUL CLOUT DESIGN
                                - Pool walls shall be poured against undisturbed natural ground, if not refer to Structural Engineer.
                                                                                                                                                                                                                                                900 wide x 75 thick slab all round with F52                                  PROPOSED RESIDENCE
                                                                                                                                                                                                                                                fabric CP or pavers with cement stabilized                                   NO. 27 ADAMS STREET
                                                                                              A                                                                                                 B                                               filling sand. Refer Note 3(b).
                                                                                                                                                                                                                                                                                                                             SUNSHINE BEACH
                300                                                                                                          Total length 16700 MAX                                                                                                                          300
                                                                                                                          Maximium surface area - 100m 2                                                                               Finish to Clients or
                                                                                                                                                                                                                                       Contractors requirements
                                                                                                                                                                                                                                                                                                                            DRAWING TITLE
200 150                                            Water Level                                                                                                                                                                                                                                                               POOL DETAILS
                        3 /S12
                        in bond beam
                                             H




                                                                                                                                                                                                                                                                                                                    600
                                                                                                                                                                                                 Overall depth (D)




                                                                                                                                                                                                                                          H
                                       R/2




                                                                                                                                                                                                    2250 MAX
                          00




                                                                                                                                                                                                                                                                                                                            SCALES
                        R4




                                                                                                                                                                                                                                                 R/2


                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                 40
                                                                                                                                                                                                                                                                                                    100




                                                                                                                                                                                                                                                                 0
            0
          20




                                                                                                                                                                     DIA 200 Anti vortex




                                                                                                                                    200
                                                                                                                                                                                                                                                                                         Unreinforced cutoff wall
                                                                                                                                                                     cover                                                                                                               REQUIRED FOR




                                                                                                                                                                                                                                                                              20
   WALLS




                                                                                                                                                                                                                                                                                0
S12 Verticals @ 300 crs                 Washed gravel to underside
                                                                                                                                                                                                                                                                                         (CLASS H2 & E SITES)
S12 Horiz @ 200 crs                     of pool, refer Note 1(c)
                                                                                              A
                                                                                                        BASE                                                                                                                                                                                              300               SURVEY DATUM
                             Earth wire to reinforcement                                                                                                                                                                             Dia 40 suction line              300
                                                                                                        S12 Verticals @ 300 crs
                             Connect to dwelling earth system                                                                                                                                                                        to filter (Client option)                                                               .




                                                                                                                                                                                                                                                                                              75
                                                                                                        S12 Horiz @ 300 crs                        Hydrostatic relief valve
           300                                                               Varies




                                                                                                                                                                                                                                                        75
                                                                                                                                                                                                                         600
                                                                                                                                                                 Sump containing
                                                                                                                                                                                                                                                                                                                            ASSOCIATED CONSULTANTS




                                                                                                                                                                                                                                                                                              100
                                                                                                                                                                 crushed rock




                                                                                                                                                                                                                                                 275




                                                                                                                                                                                                                                                                                        275
                                                                                                                                                                 nominal size 50 mm
                             Water Level                                                                                                                                                        600 SQ
                                                                     NOTE
                                                                                                                                                                                                B
                                                                                                                                500




                                                                     Where pool wall height (H) exceeds
                                                                     1400 but less than 1800
                                                       H




                                                                     provide intermediate vertical S12 bars
                                   0
                                                                     as shown dotted.                                        R4                                    LONGITUDINAL SECTION                                                       COPING VARIATION                                WET EDGE DETAIL
                                                 R/2




                               0                                     (ie. S12 bars in this area at 150 c/c)                    00
                            R4
                                                                                                                                                                                                 300                                                 Varies
                                                                                                              800 gth
                                                                                                        t r a ig ht len                      20
             0                                                                                        S
           20                                                                                                                                  0




                                                                                                                                                                                                                                     H
                                                                                                                                                                                                                                                                                                                           REVISION LIST
                                                                                                                                                                                                                                                                                                                           A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22

                                                                                                                                                                                                                               R/2




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                                                                                                                                                                                                                     0
                                                                                                                                                                                                                     40




                                                                                                                                                                                                                                                                                      40
                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                     R




                                                                                                                                                                                                                                                                                                 20
                                                                                                                                                                                                0
                                                                                                                                                                                               20




                                                                                                                                                                                                                                                                                                    0
                                                                 SECTION B-B                                                                                                                                                            SECTION A-A
                                                                                                                                                                                                                                                                                                                          Computer File
                                                                                                                                                                                                                                                                                                                                                            220873FD.DWG
                                                                                                                                                                                                                                                                                                                          DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                             22-0873-F24       24 A