OPW12/0139 Supporting documentaion for development application

                                                                                                                                                                                                                                                                                                                              I’



                                                                                                                                                                                                                                                                                         NOTES:
                                                                                                                                                                                                                                                                                         1. All decking support posts
                                                                                                                                                                                                                                                                                         driven to min depth 2.5m              ..

                                                                                                                                                                                       6500




                                                                                                                                                                                                    ~                                                  Now Painted Hardlpllnk Cladding
                                                                                                                                                                                                                                                                                         2.All structures designed
                                                                                                                                                                                                                                                                                         for N3 Wind loads


                                                                                                                                                                                                                                                                                         3. All malerials and work
                                                                                                                                                                                                                                                                                         manshlp comply with the
                                                                                                                                                                                                                                                                                                                        -




                                                                                                                                                                             ~i          "SO
                                                                                                                                                                                                   ~           2000
                                                                                                                                                                                                                                                                                         relevant codes and standards
                                                                                                                                                                                                                                                                                         including AS1684-2 (H3)

                                                                                                                                                                                                                                                                                         4.All fIXings including bolts,
                                                                                                                                                                                                                                                                                         screws, nails etc shall be
                                                                                                                                                                                                                                                                                         316 grade stainless steel

                  2400




                                                              ~
                                                                    ~Jr.~~m~!I.--=-
                                                                                                                                                            D
                                          SOUTHERN ELEVATION                                                                                                    EASTERN ELEVATION
                                                                                                                                                                                                                                                                                          Location Details:
                                                                           Tnaaes 10’" .~Ied.brIc:ad and’’’’cfcJrIwt
                                                                           to~’<II1he1nl"~                                                                                                                                                                                                Gamefishing Wharf                        , .


  ’)                                                                       reeom’I’IeI’Idalions( Nl.ncflOaOl
                                                                                                                                                                                                                                                                                          BOATSHED
                                                                                                                                                                                                                                                                                          186 Gympie Terrace
                                                                                                                                                                                        A
                                                                                                                                                                                                                                                                                          Noosaville Q 4566
                                                                                                                                                                                                                                                                     ~                    Lot 161 on CP209406


       Ptyshe* to bec:::antinuctM
                                                                                                                              ’-’-0’-’-’-’-’-’ .-.-.E}-. -,-,-,-,-,-,-,-,-,-0,-,-,-,-,-,-,-,-,-,-,-,
                                                                                                                                                                                                                                                        ~-!r                              I. John A Norden certify thet the
                                                                                                                                                    ..-~---------   --------.------------.-----.---------------------------------                                                         works are structurally adequate
       OYefWd~
                                                                                                                                                                                                                                    ----------------------.------------1                  for anticipated useage and the
                                                                                                                                                                                                                                                                                          works comply with al relevant
                                                                                                                                                                                                                                                                                          codes   -
                                                                                                                                                                                                                                                                                                      Including the
                                                                                                                                                                                                                                                                                          Environmental Protection
                                                                                                                                                                                         Existing Gamefish’                                                                               Agency operalional policy.
                                                                                                                                                                                                                                                                                          Build’ and Engineering
    existing 60MItIed
                                                                                                        200 II. 75 F17 OAR                                                               Wharf Boatsh
                                                                                                        _.....                                                                                                                                                                            stand         In Ti     ms.
    _"wlthMIWM12                                                                                        2JM12 to eK:h post
    ~todI_
    indk;8tlldonplen
    viw."’P’*"kt
                                                                                                                                                j                         j
                                                                                                                                                                                                                                    j
    fIocwframing
                                                                                                        lSO.t50F170AR
                                                                                                        --                                      !                   -’--.;..--
                                                                                                                                                                          j
                                                                                                                                                                                                                                    !
FFL 1 55AHD
                                                                                                        1tG.....Bfa:keQ
                                                                                                        Iafooting~2IM12
                                                                                                                                                j                         j
                                                                                                                                                                       ’-j-’-’-’--’-
                                                                                                                                                                                            .-.-.-.-.-.-.-.-.-.-.-.-.-.             i
                                                                                                        "’_                                     ~                         j


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                                                                                                                                                                          j
                                                                                                                                                                                                                                    I                                                     REPAIRS and
                                                                                                                                                ~   I
                                                                                                                                                                                                                                    ~                                                     MAINTENANCE
                                                                                                           300 .
                                                                                                               300II 90D
                                                                                                           eonc_                                                                                                                                                                          Gamefish Wharf
                                                                                                                                                                                                                                                                                          Boatshed
                                                         Existing Conctete Plea to rernIin
                                                                                                                                                                       !-

                         New 190x045 bNf’*Il to
                         125&125     postIlMth 2/t.t12                                                                                                                                                                                                                                     Scale 1 :75 (A3)
                         Stud posb fiud kl u.iI!.ing
                                    IMI’I 2JYt2 bolls                                                                                                                        Existing Timber Jetty Walkway

                                             CROSSSECTIONA-A                                 z~
                                                                                                                                                                                                                                                                                          Ultracorp Pty Ltd
                                                                                             ~~                              b.__________________.D.______.__._ _._________.0______.._..._____._......0.................__.._._D__........__..._...._...d                                 ABN 69 270 226 201
                                                                                             r.ri~
                                                                                             ~
                                                                                                  .                                                                                                                                                                                      Ph 07 54490767 Fx 0754490311
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                                                                                                  01
                                                                                                                                                                                     A                                                                                                   POBox 217 Noosaville Q 4566
                                                                                             ~ ~
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                                                                                                                                                                                                 PLAN
                                                                                             ~~        Wind Force’ 12.3 kN
                                                                                                                                                                    12mm dia tiedown rods tying Top Plate to floor framing
                                                                                                                                                                                                                                                                                          Drawing No
                                                                                                       Total Bracing = 136.9 kN
                                                                                                                                                                    4mm F14 ply bracing. Construct, tie down and clad wall as per                                                         UPL 162.04.01
                                                                                                                                                                    PAA’s Design for 6.4 kNfm bracing wall
                                                                                                                                                                                                                                                                                           Plan Dated 2212f2008