Approved Plans OPW18/0264

                                                                                                                                                                                                                                                                                                                                                                              Scale 1:50         0m                   2.5m




                                        Elevations                                                                                                                                                                 Sections
                                                                 5.26 m                                                                                      5.42 m                                                                                                                                                                            5.89 m
                                                                                                                                                                                                                                                              4.70 m
                                   21.50 m                                                                             21.05 m
                                                                                                                                             20.56 m                                                                                                                   20.56 m
                                  20.46 m                                                    Capping
                                                                                                                                             Universal                                20.46 m                                            Capping                       Universal                                                    Capping                       Capping
                                                                                                                                              Column                                                                                      beam                          Column                                                       beam                          beam
                                                                                              beam
                                                                                                                                                           Capping beam
                                                               Universal Column                                                                                                                                                                                                                                                                         20.50 m




                                                                                                                                                                                                                                                                                                      3.54 m
                                                  2.54 m




                                                                                                                           2.54 m




                                                                                                                                                                                                                                2.54 m




                                                                                                                                                                                                                                                                                                                         2.54 m
                                                                                                   6.00 m




                                                                                                                                                                                                                                                                                                6.00 m
                                                                                                                                                                                                                                                        17.96 m
                                                                 17.94 m                                                                                                                                                                                                                                                                          17.96 m
                                            5.00 m




                                                                                                                                                                                     5.00 m




                                                                                                                                                                                                                       5.00 m




                                                                                                                                                                                                                                                                                                                                                                            5.00 m
                                      2.46 m




                                                                                                                           2.46 m




                                                                                                                                                                                                                                2.46 m




                                                                                                                                                                                                                                                                                                2.46 m




                                                                                                                                                                                                                                                                                                                         2.46 m
                                                                                                                                                                                                                                                 15.50 m
                                                                  15.50 m                                                                                      15.50 m                                                                                                                                                                                   15.50 m



                                            P1 - Elevation                                                                                                                                                             P1&3 - Section                                                                                         P2&4 - Section
                                  1                                                                                           P2 - Elevation                                                                      2                                                                                                      6
                                                                                                                       4




                                                                                                                                                                                                                                                                                                                         3D
                                                                     6.33 m                                                                                  4.21 m
                                                                                                                                    1.88 m




                                                                                                                                                                                                                                                                                              P2
                                                  20.46 m                                                                                     20.46 m                                                                                     P1
                                                                    Capping beam                                                                          Capping beam
                                                                                                                                                                                                                                                                n      Ca
                                                                                                                                                                                                                                                                         p pi
                                                                                                                                                                                                                                                              um             ng
                                                                                                                                                                                                                                                            ol                     be a
                                        2.54 m




                                                                                                                                    2.54 m




                                                                                                                                                                                                                                                           C                              m
                                                                                                                                                                                                                                                        al
                                                                                                                                                                                                                                                      rs
                                                                                                                                                                                                                                                   ive
                                                                17.97 m                                                                                  17.96 m                                                                                 Un
                                                                                                        5.00 m




                                                                                                                                                                                   5.00 m
                                                                                                                                                                                                                                                                                               am
                                                                                                                                                                                                                                         Ca                                               be
                                                                                                                                                                                                                                           pp                                    ing
                                                                                                                                                                                                                                                in g                           pp
                                         2.46 m




                                                                                                                                    2.46 m




                                                                                                                                                                                                                                                       be
                                                                                                                                                                                                                                                         am                  Ca
                                                                                                                                                                                                                                    P4                                                        P3
                                                                  15.50 m                                                                                  15.50 m



                                            P3 - Elevation                                                                    P4 - Elevation                                                                           3D View-pool
                                  3                                                                                    5                                                                                          7



                                                                                                                                                                                                                                            Pool Wall-Sheet Pile Table                                                                                             INGROUND SOLUTION SPECIALISTS
                                                                                                                                                                                                                  Wall ID            Sheet Type               Installed Sheet Length                             Count                                          www.mesos.com.au Contact： 1300 10 MESO (6376)
                                                                                                                                                                                                                  P1               Inner                      5.00 m                                     1                                                    53 General Holmes Drive NSW 2016 ACN: 613 284 558
                                                                                                                                                                                                                  P1               SCH5                       6.00 m                                     7                                                   Project 24 Arakoon Cres. Sunshine Beach
                                                                                                                                                                                                                  P2               Inner                      5.00 m                                     1                                                   Client JW Const.
                                                                                                                                                                                                                  P2               SCH5                       5.00 m                                     7
                                                                                                                                                                                                                                                                                                                                                             Architect                  Shaun Locky Architecture
                                                                                                                                                                                                                  P3               SCH5                       5.00 m                                     7
                                                                                                                                                                                                                                                                                                                                                             Structural Eng.
                                                                                                                                                                                                                  P4               SCH5                       5.00 m                                     6
                                        Note:                                                                                                                                                                                                                                                                                                                Geotechnical Eng. Soil Surveys
                                                                                                                                                                                                                                                                                                                                                             Surveyor          CadCon
                                        •        The capping beams, the Universal Column, and connections shall be designed by                                                                                    Monitoring review level                                                                                                                    Designed by                H.Ajorlou
                                                 the structural designer to take horizontal uniform load of 20KN/m, and could be                                                                                  Wall height                                                                  <2.5          m
                                                                                                                                                                                                                                                                                                                                                             Drawn by                   H.Ajorlou
                                                 removed only after casting the pool slab.                                                                                                                        Maximum Allowable Deflection (D)                                              12           mm
                                                                                                                                                                                                                                                                                                                                                             Checked by                 E.Woon
                                                                                                                                                                                                                  Alert                                 D<80%                                   10           mm
                                        •        MESO shall be informed once the structural drawings are available.                                                                                                                                                                                                                                          Issued                                                    Date
                                                                                                                                                                                                                  Alarm                         80%<D<100%                                <= 10              mm
                                                                                                                                                                                                                  Action                               D>100%                             > 12               mm
                                                                                                                                                                                                                                                                                                                                                             For Review (FR)                                         20180803
                                                    -
                                                                                                                                                                                                                  Sheet Pile Specifications                                                                                                                  Drawing Title
                NOOSA COUNCIL
                                                                                                                                                                                                                                                                             EA=1.27x106 kN/m
                APPROVED PLAN                                                                                                                                                                                      SCH 5                                                                                                                                     Pool Walls
                                                                                                                                                                                                                                                                             EI=1.31x104 kNm2/m
             OPW18/0264 22 NOV 2018
                                                                                                                                                                                                                                                                                                                                                             Job ID                  Drawing Number                  Revision
                                                                                                                                                                                                                                                                                                                                                             18-029                  SH 107                          A
This Drawing is based on the information provided by the client and client consultants.Should additional information become available then a revised drawing will be provided at additional cost to the client.                                                                                                                                                                          8/3/2018 11:15:48 AM   A0    1 : 50
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