OPW12/0139 Supporting documentaion for development application

                                                                                                                                                                                                                                                                                               ..




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

                                                                                                                                                         6500




1=:=-
                                                                  Remove existing metal rool shoaling and
                                                                  repJac. with New Colorbond Roof sheeting
                                                                                                                                                                    ~                                          Riplace existing rotting Umber HW with
                                                                                                                                                                                                               Naw Painted Hardiplank Cladding
                                                                                                                                                                                                                                                        2. All structures designed
                                                                                                                                                                                                                                                        for N3 Wind loads

                                                                                                                                                                                                                                                        3. All materials and work
                                                                                                                                                                                                                                                        manshlp comply with the
                                                                                                                                                                                                                                                        relevant codes and standards
                                                                                                                                                                                                                                                                                        .




                                                                                                                                                                                                                                                        Including AS1684-2 (H3)

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




                                              ~~~~~p......=._
                                         :\                                                !.---_...




  SOUTHERNELEVATION                                                                                                                   EASTERN ELEVATION
                                                                                                                                                                                                                                                           I, John A Norden certify thai !he
                                                    Tl1.Iu_ to be .ected,tnced Iftdtild dcMn                                                                                                                                                               wo are structurally adequate
                                                   IOCCWfI’fwthl1eb’U ~                                                                                                                                                                                    for anticipated useage and !he
                                                   recolions for N3’IIIrind IOedI
                                                                                                                                                                                                                                                           wol1<s comply with al rete.ant
                                                                                                                                                                                                                                                           codes -Including the
                                                                                                                                                                                                                                                           Envirorvnental Protection
      Exilting~waI~
      .-.pIeced~1D1l45MGP12                                                                                                                                                                                                                                Agency operational policy,


                                                                                                                                                                                                                -t-~
      H2 TreaUld PlnI.....,......,
                                                                                                                                                                                                                                                           Building a Engineering
      tMthnewU1Zliedow’llodlS..~
                                                                                                                                                                                                                                                           standa       TIdal Wor1<s.
      onplan"’.topplatetofroor~
                                                                                                         ()




                                                                                                                                                                                                                                                          ocatlon Details:
                                                                                20Ch 75 F17 OAR
                                                                                --
                                                                                                                                                                                                                                                         Gamefishing Wha
                                                                                2IW12tDMChpost                                                                                                1                                                          BOATSHED
                                                                                                                                                                                                                                                         186 Gympie Terrace
                                                                                                                                          i                                                   Ii                                                         Noosaville Q 4566
                                                                                1$0 II 15)F17 OAR                                      _._+-
                                                                                --
                                                                                                                                          i
                                                                                                                                          i
                                                                                                                                                                                              i!                                                         Lot 162 on CP907407
                                                                                                                                         -j--_._---_.
                                                                                                                                          i
                                                                                                                                                            .-.-.-.-.-.-.-._.-.-.- -.-.


                                                                                                                                                                                              11
                                                                                                                                          i                                                   tl                                                        As Constructed
                                                                                                                                            !                                                 1~                                                         REPAIRS and
                                                                                                                                                                                              l~
                                                                                                                                                                                              "’;;
                                                                                   SOO.3OCIx900
                                                                                                                                                                                                                                                         MAINTENANCE
                                                                                   Cono_
                                                                                                                                                                                                                                                         Gamefish Wha
                                                                                                                                                                                                                                                         Boatshed
                                     &Iating ConcnI1t ... ’-""t

....11JOx45~.........1o
1251c12S.u:t~.."..W12
Stud po&ts fixed 10 ..-
                                                                                                                                                                                                                                                          Scale 1:75 (A3)
bur.,.~2lU12 bell                                                                                                                               Existing Timber Jetty Walkway

    CROSSSECTIONA~                                                   ~~
                                                                                                                                                                                                                                                         Ultracorp Pty Ltd
                                                                     ","!
                                                                       .N                           b.....................o............ ............0........................0..................._....D.....__........._.._..d                           ABN 69 270 226 201
                                                                     ~...
                                                                      "
                                                                          .                                                                                                                                                                             Ph 07 5449 0767 Fx 07 5449 0311
                                                                      1d’                                                                             A                                                                                                 POBox 217 NoosaYil1e Q 4566

                                                                     ""-
                                                                          ~                                                                                      PLAN
                                                                      e   co

                                                                     s: j
                                                                               \NInd 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 162.04.04
                                                                                                                                       PAA’s Design for 6.4 kN/m bracing wall
                                                                                                                                                                                                                                                           Plan Amended 7/3(2008