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2015-01-12 General Committee Agenda

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GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 31 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                                                                        12 January 2015

                   10  ALL DIMENSIONS ANO LEVELS ARE TO BE VERFED ON SITE              170. CESGN PARAMETERS                                                                                     By    es           .
                   20. WHEN IN DOUBT ‘ASK’ 00 NOT SCALE                                     MO   ease wno se
                   30 ALL OIMENSONS ARE SHOWN IN     TRES  UN                                      Wu > 57 m/s                                                       ‘
                   %       wees Noe on         ne RS UNO                                       ~ TERRAN CATEGORY TC2                                                .                                        ey
                       Aue a          nS eT        ee ee 10                                    = GUST QURATION = 30sec
                                                                                           WAVE
                   50  PLES                                                                     ~ WIND GENERATED WAVE
                            ~ TOLERANCE FOR ORIVING IN PLAN */- 50 mm.                            Hyaa™ 06m
                             MEASURED AS THE WORST COMBNATION CF PLAN                          « BOAT Wa                                                         “
                            DEVIATION AND QUT OF PLUMB OVER FULL TAL RANGE                        Hna® OS                                                                =
                             VERTICAL = 11N 150 MAX QUT OF PLUMB
                            ~ CONTRACTOR TO ADVISE ENGNEER F BED LEVEL OFFERS FROM         BERTHNG PACT                                                                ce
                             DESIGN LEVEL BY MORE THAN 300mm                                    ~ APPROACHING VELOCITY                                                                                                              |
                                                                                                    v= O3n/s                                                                                                      .     “    age
                   60 PONTOON DIMENSIONS ARE NOMNAL                                       FLOOO CURRENT                                                                                              *       gee.         A 4.
                           ~ OMENSIONS ARE MEASURED TIMBER TO THBER                           ‘100 Fuo00                                                                                 a     et              A          aT
                  7.0  PONTOONS ARE TO BE CONNECTED TOGETHER WITH TIMBER                                                                                                   Ay                4              vt          rte BE
                                                                                                  Vox ® 15/5                                                              ot                 ee               ¢                    Fi
                      WALERS                                                                                                                                      - Dn a Kale                    ee               Pola      a     st
                                                                                           ALL VESSELS SHALL BE REMOVED UNDER FLOOD CONDITIONS,
                  8    GUY) EX Sam DA. SPAING 10 VARY WH LOCATOR.                          aida     Sa eo              1                                         oe           wi                 ie        ay ee           TRL              This plan is copyright and cannot
                          rieU fens              NOMAL ROLL                                                                                                         ee                             hha              fe’,     Hes
                                        :                                                        ~   MAX. UNFORMLY OSTREUTED LOAD 3 kPa                           Pe       pe                     PE      ee           Wi      Tiel         be used or reproduced without
                  90   ALL TIMBER OESGN AND CONSTRUCTION TO BE IN ACCORDANCE                     ~ FREEBOARD UNDER DEAD LOAD 400 + 25am                          ps                ROR                   Sf   a ae                          the written permission of
                       WITH AS 17201                                                                                                                                                                                ~                       International Marina Consultants
                                                                                           ———                                                                                        LOCALITY PLAN
                       WALER SES                                                                                           -
                          = 2/90 x 200 GRADE F17 HARDWOOD                                   VESSEL LENGTH                       OSPLACEMENT                                             SCALE : NTS                                              |             ;
                          ~ ALL TIMBER TO BE SEASONED AND TREATED IN                             im     {| eeam [|      ean |                                                                                                                      nternational
                          {a                                                           pee Te                                                                                                                                                      Marina
                            AT Rekeinl WHER Tal eneanl On hese Pen                         a                                                                                                                                                         Cc
                  100 ALL WELDS TO GE COMPLETE PENETRATION BUTT WELD OR                                                                                                                                                                                  onsultants
                      FLLET WELD AS REQURED UNO                 10.8  Gm             Ltt                     te     es                                                       LOT 468                                                        Consultants to the Marina Industry.
                                                                                                                                                                                                                                                  International Marina
                  M10 ALL ALUMINUM WORK TO BE IN ACCORDANCE WITH AS 164               %8.0 THE PROPOSED PONTOON COMPLES WITH THE GUDELNES                                                                                                         Consultants Pty, Ltd.
                           7 AL OCTRUSINS 10 BE TYPE 6061-16 OR 6062-15 UNO                 IN AS3962-2001 “GUDELIES FOR OESGN OF MARNAS                                    $P146043                                                              ACN. 079 905 481
                           ~ ALL ts SHALL BE INERT GAS WELD USING PULSE MIG           730 THE WORKS WILL BE STRUCTURALLY ADEQUATE FOR ANTICPATED USAGE                       LOCAL GOVERNMENT - SUNSHINE COAST RC.                             473 ean pen
                             TH sek cual oe ean ee en WITH ALL                        200 THE WORKS COMPLY WITH ALL RELEVANT CODES ~ INCLUDING THE OEHP'S                    LOCALITY - NOOSAVILLE                                             husiralia
                            SHARP EDGES GROUND SMOOTH                                      OPERATIONAL POUCY, BULOING AND ENGINEERING STANDARDS FOR TIDAL WORKS                                                                                Phone (0713892 S71 Fax (0713892 S611
                           ~ ALL WELOS TO BE COMPLETE PENETRATION BUTT WELD                                                                                                                                                                    Emal - me@mc-marnascom
                  120 Alt STEAL AND MUMRM WORK SHALL BE NEATLY FRNSHED                                                                                                                                                                      CLIENT:
                  190 PLE GUDE BLOCKS ARE TO BE ADJUSTED AS REQURED TO                                                                                                                                                                      BAYENO PTY. LTD.
                      SUT PLE SIZE ANO POSITION ON SITE.
                        ~ CLEARANCE MUST BE PROVIDED BETWEEN PLE AND
                          GUOE_T0 PREVENT “HANGING” OF PONTOON UNDER
                          FULL TOAL RANGE
                  140 CONCRETE                                                                                                                                                                                                              PROJECT:
                        ~ ALL CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS 3600                                                         .                                                                                                  U DRIVE BOAT HIRE
                         = MNMUM CONCRETE STRENGTH I'c = SOMP3                                                                                                                                                                             BER               ARRANGEMEN
                        ~ ALL STEEL RENFORCEMENT TO BE HOT OP GALVANZED                                                                                                                                                                          THING Re                      T
                  BO WALKING SURFACES SHALL BE FINSHED IN ACCORDANCE WITH AS<S86                                                                                                                                                            Tne
                  %60 INSULATION                                                                                                                                                                                                            GENERAL NOTES &
                             BOLTED MATERIAL         NSULATNG MATERAL                                                                                                                                                                       LOCALITY PLAN
                          ALUMINUM 7 GALV        DURALAC ANT] CORROSION
                                     STEEL       COMPOUND OR NYLON
                                                 SEPARATION WASHERS                                                                                                                                            se
                      mar oeR                |       aw                                                                                                                                  3                       3                         coe                 5/208
                          sa /@oee | aereowe |                                                                                                                             1     MACEMAN                                                   Dreving naz           686-00
                                                                                                                                                                           OF QUEENSLAND NUMBER - 2938                                     Drawn By: JC.

                                                                                                                                                                           Page 31 of 147
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