OPW14/0239 - Prescribed Tidal Works Application - 7 Peza Court, Noosa Heads

WET BERTHED VESSEL                                                                                                                                                                                        10196                        10000
MAXIMUM VESSEL LENGTH - 12.0m
MAXIMUM VESSEL BEAM
MAXIMUM VESSEL MASS


 to.     (jENERAl NOTES
                                                   4.0m
                                                   11 000 Kg                                                                                   -;;r
                                                                                                                                               QUAYLINE                            I
                                                                                                                                                                          EXISTING MOORING
                                                                                                                                                                          STRUCTURE
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 1.1.    The works that are the subject of these
         dl!taited and certified on thue plans.
                                                    plans are structurally   adequate   for anticipated   usage as

 1.2. All structures depicted haw! been designed to comply with relevant regulations as set by the local authority,
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                                                                                                                                                                                                                                                   ~           10m, lm CONCRETE
                                                                                                                                                                                                                                                               PONTOON
      Queensland Transport and the Prescribed Tidal Work (ode ISchedule 4A of the Coastal Protection &
      Management Regulation 2003)
 1.3. All structures. depicted herein haVE! be!!n designed in accordance with Australian Standards 06.51110.1
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         lstructural   design actions) AS1110.2lwind loadS) A51664.11Alum structures)     06.51720.1
                                                                                                   (timber structuresl
       AS2159lpilingJ 06.5)600 (concrete structures) AS3962ldesign of marinasl AS4100 [steel structur(!sl. R(!l(!vant
       local cov(!nants, where applicabl(!, have b(!en consid(!red in the design.
                                                                                                                                                                                I
 1.4. Anchorag(! piles where applicabl(! have been design(!d assuming indep(!ndence from any adjacent revdment
       structures.
                                                                                                                                                                                      2463m 331- 29'
 1,5. Max water level used in th(! design of any piles shown in the structure is RL .2.05 AHOund(!r normal in-service
       conditions. The pil(!s have not been designed tor 0100 flood conditions in excess of Rl .2.05 AHDnor scour of
       the soil around the base of the piles.                                                                                                                                                                     1\400
 1.6. Where applicable, the existing revetment wall appears Ito the best (!xtent that could be reasonably determined
       via non-dntructive    inspection) to be adequal(! for typical service loads (such as live, dead and impact) that may
       be imposed by thl!: proposed gangwaylabutm(!nt connection.
                                                                                                                                               LOT              250                                                                   CP
 1.7. The following d(!sign parameters form the basis for the design of the structure Is depicted herein ~                                                                                                                         ON BUP4114
           1.1a     (Pontoon &- Gangway) Single user piled Structure Design live load - 2.0 kPa
           1.1b     (Pontoon &- Gangway) Multipll!:unr piled Structur(! Dnign live load - 2.0 kPa
           1.1c     IDeck or Jettyl Single user piled Structure Design liy(! load - 2.0 kPa
           1.1d     (Deck or Jettyl Multipll!:user pill!:dStructure Design live load - lD kPa
           1.1e     Design Wave height - 0,5 m
           1.1f     Design ultimate wind velocity - 41 mls
           1.19     Max stream vl!:locity (2" exceedance probability I .•1.S/s maximum
           1.11'1   Anchorage, Mooring. Boardwalk or Jetty (where applicable) to be install(!d in accordancl!: with AS2159
                     to ensure the following minimum[working) dl!:sign loads are achieved (Unlus Noted Otherwise) :
                     Bearing Capacity - 5.0 tonnl!:
                                                                                                                                                                                                                                                                  SITE PLAN               11: 2501
                     Lateral Capacity - 5,0 tonnl!:

 2.0. STEEL
         2.1. All steelwork to comply with AS4100. All w(!lds to b(! 6mm continuous tillet welds U.N.O,
 2.2. AU steel expond to b(! hot dipped galvanized with coating mass not less than 600g/sq.m.
         2.3. Stainless stl!:l!:lrestraint cables to bl!:min Smmdiam, Grade 316 and in accordanCI!: with AS 2831 wherl!:                                                                                                                                                                             12000
        applicable.
                                                                                                                                                                                                                                                        lOOO                                                       9000
 10. CONCRETE
     11. All concretl!: work to comply with AS3600.
     3.2, Pontoon concrete strength to be 50MPa with SOmmslump U.N.O.




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     3.3. Pile concrete 40 HPa &- Abutml!:nt Block concrete 32 HPa.
     3.4. Minimumcov(!r to th(! reinforCl!:ment - 40mm U.N,O.
                                                                                                                                                                                       I
                                                                                                                                                                  TOP OF PILE Rl, .3 100m AHD
                                                                                                                                                                                                                                                                                                9.10m, 1.l2m ALUMINIUM
 4.0.      ALUMINIUM
                                                                                                                                                                                                                                                                                                HINGEO GANGWAY
         4.1. All aluminium to comply with AS1664 and to b(! Iminimum)Grade 6063 T5 U.N.O.
         1..2. Butt welds, wher(! specifil!:d, to have tull penetration.                                                                                                                                                                                                                                                              CONCRETE ABUTMENT
         1..3 Surfaces between aluminium and concrete sl!:parated by bituminous membranl!:.

 5.0. FLOATATION
      5.1, Design stability load applied across half the width of the floating pontoon and on the I!:ntir(!gangway will                                                    H.A.1.1 Rl •• 1.1&m AHO ~_
           produce a maximum tilt not exceeding 15 degrl!:es and will not cause any corner to emerge from the water. The
                                                                                                                                                                        H H.wsl            Rl, .O.&&m AHO ~              __
           minimumfreeboard under such loading will not be less than 15mm at any point on the pontoon.
      5.2. Polystyrenl!: SL gradl!: foam to be encased in high density polyethylene membrane fully w(!lded at the corners
           and joins to form a complete seal impervious to marine organisms known to attach to such structures under
           typical conditions.                                                                                                                                                             Rl: OOOm AHD
                                                                                                                                                                                                                                           II                                1=1
  6.0.    TIMBER
                                                                                                                                                                                                                                           '------- - -=-~
                                                                                                                                                                                                                                                                             uj-~
         6.1. All timbl!:r work to comply with AS t120.1 to bl!!minimumFl1 hardwood.                                                                                    MlwslRl'              -074m AHO ~--
         6.2. All bolted timber connections, wher(! specifi(!d. to be galvanized lor stainless    steel equivalent).                                                       LA 1.1 Rl, .112m AHO ~-
  1.0. FIXINGS& FINISHINGS
       1.1. All fixings to be 316 Grade Stainless Steel U.N.O.                                                                                                                                                                                                                      :L :L
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                                                                                                                                                                                                                                                                               1    ::i~
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            IT IS THEOWNERSRESPONSIBILITYTO ENSURETHAT ANY                                                                                                                                                                                      ~lSO CONCRETE                U         W

            VESSEL BERTHEDDOESNOT EXCEEDTHESE MAXIMUMS                                                                                                                                                                                          PILES

            DO NOT SCALE ORA WINGS.
                                                                                                                                                                                                                                                                                   ELEV A TION               11: 1001
                                                                                                                                                                                                                  DArE                                          PROX(r
No:        DATE          REVISION
                                                                                                 A HAS MARINE INTERNA TIONAl                                                                                                                                                  PROPOSED PONTOON AND GANGWAY                     CERTIFIED
                                                                                                               TRADI"'G AS                                                                                        28-04-14                                      MG. TITLE     SITE PLAN, ELEVATION & GENERAL NOTES
                                                                                                                                                                                                                                                                                                                               MARK WICHLINSKI


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