Development Application Part 2 of 2 - Plans · OPW11/0121

     1.0. GENERAL NOTES                                                                                                                                                  3.0. CONCRETE
     1.1  The works that are the subject of these plans are structurally adequate for anticipated usage as detailed and
          certified on these plans.
                                                                                                                                                                              31. All concrete work to comply with AS3600.
                                                                                                                                                                              3.2 Pontoon concrete strength to be 50MPa with 80mm slump UNO.
                                                                                                                                                                                                                                                                                                       WET BERTHED VESSEL
     12 All structures depicted have been designed to comply with relevant regulations as set by the local authority,                                                         3.3. Pile concrete 40 MPa & Abutment Block concrete 32 MPa.
          Queensland Transport and the Prescribed Tidal Work Code [Schedule 4A of the Coastal Protection &                                                                    3.4. Minimum cover to the reinforcement - 40mm UN0                                                                       MAXIMUM VESSEL LENGTH - 7.Om
          Management Regulation 20031
     1.3. All structures depicted herein have been designed in accordance with Australian Standards AS1170.1                                                             4.0.       ALUMINIUM                                                                                                          MAXIMUM VESSEL BEAM - 2.6m
          (structural design actions) AS1170.2 (wind loads) AS1664.1(Alum structures) AS1720. 1 [timber structures)                                                               4.1. All aluminium to comply with AS1664 and to be (minimum) Grade 6063 T5 UN.O.                                     MAXIMUM VESSEL MASS - 2,500 Kg
          A52159 (piling) AS3600 (concrete structures) A53962 (design of marinas) AS4 100 (steel structures). Relevant                                                            4.2 Butt welds, where specified, to have full penetration.
          local covenants, where applicable, have been considered in the design.                                                                                                  4.3. Surfaces between aluminium and concrete separated by bituminous membrane.
     1.4. Anchorage piles where applicable have been designed assuming independence from any adjacent revetment
          structures.                                                                                                                                                    5.0.     FLOATATION
     1.5. Max water level used in the design of any piles shown in the structure is h.a.t. under normal in-service                                                                5.1 Design stability load applied across half the width of the floating pontoon and on the entire gangway
          conditions. The piles have not been designed for 0100 flood conditions in excess of h.a.t. nor scour of the soil                                                            will produce a maximum tilt not exceeding 15 degrees and will not cause any corner to emerge from the
          around the base of the piles.                                                                                                                                               water. The minimum freeboard under such loading will not be less than 75mm at any point on the
     1.6. Where applicable, the existing revetment wall appears (to the best extent that could be reasonably determined                                                               pontoon.
          via non-destructive inspection) to be adequate for typical service loads [such as live, dead and impact) that may                                                       5.2 Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the
          be imposed by the proposed gangway/abutment connection.                                                                                                                     corners and joins to form a complete seal impervious to marine organisms known to attach to such
     17 The following design parameters form the basis for the design of the structure/s depicted herein -                                                                            structures under typical conditions.
             1. 7a     (Pon t oon & G angway ) Singl e user p il ed S truc ture D es ign L i ve Loa d - 15 kPa
             1.7b      (Pontoon & Gangway) Multiple user piled Structure Design Live Load - 2 . 0 kPa                                                                    6.0.       TIMBER
             1.7c      (Deck or Jetty) Single user piled Structure Design Live Load - 2.0 kPa                                                                                      6. t All timber work to comply with AS 1720.1 to be minimum F17 hardwood.
             1.7d      (Deck or Jetty) Multiple user piled Structure Design Live Load - 3.0 kPa                                                                                   6.2. All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent)
                    1.7e        Design Wave height - 0.3 m
                    1. 7f      Design ultimate wind velocity - 36 m/s                                                                                                    7.0.     FIXINGS & FINISHINGS
                    1.7g       Max stream velocity (2X exceedance probability) 0.Sm/s maximum                                                                                     71. All fixings to be 316 Grade Stainless Steel U.N.O.
                    17h        Anchorage, Mooring, Boardwalk or Jetty (where applicable) to be installed in accordance with AS2159
                                to ensure the following minimum (working) design loads are achieved (Unless Noted Otherwise):                                            IT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
                                Bearing Capacity - 3.0 tonnes.                                                                                                           VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS
                                Lateral Capacity - 2.0 tonnes.
                                                                                                                                                                         DO NOT SCALE DRA WINGS.
     2.0.     STEEL
                  2.1. All steelwork to comply with AS4 100. All welds to be 6mm continuous fillet welds U.N.O.
     2.2.     All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
                  2.3. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where
                applicable.
                                                                                                                                                                                                                       22195
                                                                                                                                      5000                                                                                                    17195

                                                                                                                                                                     N                                                                                                              r NEW 6.Om x 1 32m FIXED GANGWAY

                                                                                                                                0315 INSITU
                                                                                                                                CONCRETE PILES.
                                                                                                                               NEW 5.Om x 3.Om ELITE
                                                                                                                            r SERIES PONTOON


                                           _MHW LS:2 AHQ.-_y _------                                                                                                                                                   '"------                                                                EXISTING CONCRETE
                                                                                                                                                       rr                Oii            _U                                                                        ZZ                            ABUTMENT BLOCK
                                           .................. HP.. R(. A........ x.                                                                    n
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                                              M. rLW    RLJ43AN2-           --------------------
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                                                                                                                                                                                                                                                                                          THE WORKS THAT ARE THE SUBJECT OF THESE PLANS
                                                                                                                                                                   UJ
                                                                                                                                                                                                         ELEVA TION                                                                       ARE STRUCTURALLY ADEQUATE FOR ANTICIPATED USAGE
                                                                                                                                                                                                         SCALE 1: 100                                                                     AS DETAILED AND CERTIFIED ON THESE PLANS.

No                          REVISION                                                                                                                                                         UA It.                                        PROJECT
            DA TE
                                                                                      ATLAS MARINE INTERNATIONAL                                                                                                                                      PROPOSED REPLACEMENT PONTOON AND GANGWAY
                                                                                                     1RADRUi AS
                                                                                                                                                SUPERIOR`                                    10/02/11                                      L196 rITLE ELEVATION & GENERAL NOTES
                                                                                               SUPERIOR JETTIES
                                                                                                                                     COjetties                                                                                                            SUN LAGOON RESORT
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                                                                                      WITHOUT PRIOR WRITTEN PERMISSION OF           Ear I911S59sa772                                                                                        AWN5^          I,,,   I     ZE   SAL
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