Development Application - Part 2 of 2 - DTMR Letter, Photos & Plans - OPW12/0511

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               NOTES                                                                                                                                                                                                                                        n
               Design Wind Velocity 49m1s                                   DESIGN CERTIFICATION                                                                                                                                                     Ii""


               Berthing Velocity and Hydraulic Loadings 0.75m/s             a)The works will be structurally adequate for                                                        ~
                                                                                                                                                                                 I-
               Boat length: 7m                                              anticipated usage, and
                                                                            b) The works will comply with all relevant codes-
               The pontoon is stable at all times. When a                   Including the EPA’s operational policy, Building
               specified live load of 3.0 KPa is distributed over           and engineering standards for tidal works.                                                                                                                                          REVENThIENT WALL

               half the width of the pontoon and over the                                                                                         Pit.,,,,," frOm
                                                                                                                                               IZIRC31151naltuPID   LA!""-
               walkway, there shall be no less than 75mm of
                                                                                                                                                                          ""’"
               reservebuoyancy and the bottom comer shall                                                                                                                     "
               note emerge from the water with a maximum                                             """1: ’l"2.!00m                                                                                  -~~
               angle of tilt 15 The pontoon walkway Is
                                .




               designed to bear a minimum distance of 500mm                                                                                                                                                               ,fl_
               from the edge of the pontoon.
               All work shall be carried out In accordance with
               the relevant Australian Standards.
               Concrete
                                                                                                  1........,......

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               All Concrete work shall comply with AS3600
               Exposure Classification .C.
               Minimum Concrete Strength 50MPa at 80 slump.
                                                                                                       LAT:O.2DOm
                                                                                                                                    WATERU~
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                                                                                                       O.Om
                                                                                                                                                                               13000
               Poured,compacted and cured in accordance                                                                                                                                                     ~o’f,.
                                                                                                                                                                                                  ".SLOPE
               with the Australian Standard.
               30mm minimum cover to all reinforcement                                                                                                                              ~
               with uPVC cover (I.e. piles)
               Aluminium
               All Aluminium shall be in accordance with AS1664
                                                                                                                       ~f-"                                                                                                                   Vc
               Aluminl m shall be grade 6061T6
               All welds shall be 4mm fillet welds using                                                                                                                                                                                     ..
               Alloy5356 filler.
               Provide 2 layers of alcor between aluminium
               and concrete surfaces.
               Provide 2 coats of zinc chromate between
                                                                                                                                                                     B
               stainless steel and aluminium surfaces.                                                                                                               ..

               Flotation Un"s                                                                                                                                        ~
                                                                                                                                                                     J9
               All units shall be solid polystyrene SL grade
               coated with 3mm polyrethane
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               Polyurethane Coating                                                                                                                                  ~
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               Shall be ICI instathane 300 applied to ICI spec. The                                                                                                  :5
               marine protective impact resistance polyrethene
               wrapping is designed to form an Impervious barrier
               to water and marine organisms. It Is suitable for a
               marine environment.
               COLOR
                                                                                                                                                                     L        Le.
               Blue-Grey Carpet and silver frame                                                                                                                             -.f<lllt




    AAA Design & Development Pty Ltd                                  No.          Description                           Date          B & BELL                                                        APPROVED
                                                                                                                                                                                                                                      PONTOON SECTION
    14 Parrot PI, Mt Creek, Qld 4557                                                                                                   8 NOOSA PARADE

    Tel/Fax: (07)54936457
    Mob:     0422.039247
    email: [email protected]                      Il                                                                                 NOOSA HEADS, OLD 4567

                                                                                                                                                                                                      f!!:i.              Project number
                                                                                                                                                                                                                          Date

                                                                                                                                                                                                                          Drawn by
                                                                                                                                                                                                                                           P049-01

                                                                                                                                                                                                                                     25-06-2012

                                                                                                                                                                                                                                             L.L.a
                                                                                                                                                                                                                                                            900-02
                                                                      A            Notes & boat length                 1,.,0-2012
                                                                                                                                       PROPOSED PONTOON                                                 ’’OfIbelhlllrMA

                                                                                                                                                                                                      ’_’-- Checked by                       D.L.T   Scele@A3             1:50