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

                                                                                                                        5000

                                                                                                                                                               Ar


                                                                                                                                : = : = : -L7^:

                                                                                                                                      1000 Crs. Max.


                                                                                                                                                       PROVIDE EXTRA FRAME TIES -- r '
                                                                                                                                                          BEHIND PILE BRACKETS.
                                                                                                                                                                     (250mm Crs)
                                                                                              PROVIDE EXTRA FRAME TIES
                                                                                              BEHIND PILE BRACKETS
                                                                                       I      1250mm Crs)
                                                                                            - - - - - - - - - - - - - - - - - - - -
                                                                                                                                                                                 -I^




                                                                                                                                                          LONGITUDINAL
                                                                                                                                                          STRENGTHENING BEAM.                    1+- 200


                                                                                                                                                                                    ii

                                                                                                   M12 S/S TIE BOLTS - 200 LONG.
                                                                                                 TO FULL PERIMETER OF FRAME @ 1000mm Crs.
                                                                                             r TIE REINFORCING FABRIC TO BOLTS.




                                                            I
                                                                                                                      PLAN
                                                                                                                     SCALE 1:30



                                  ALUMINIUM
                                   PONTOON
                                        FRAME               FM12 S/S TIE BOLTS - 200 LONG TO FULL                                          40 mPa CONCRETE DECK.
                                                              PERIMETER OF FRAME @ 1000mm Crs.
                                                                                                                                                       c- RF 82 FABRIC.
                                                              TIE OR WELD FABRIC TO BOLTS
                                                                                                                                                       I 50mm TOP COVER




                                                                                                                                          LONGITUDINAL
                                                                                                                                          STRENGTHENING BEAM

                                                                                                                                         2 ONLY N16 BARS
                                                                                                                                         FULL LENGTH OF BEAM




                                                                                             SL CLASS POLYSTYRENE WRAPPED IN
                                                                                             1.6mm POLYETHYLENE EXTERNAL SKIN
                                                                                             WITH CONTINUOUSLY WELDED JOINTS

                                                                                                                         3000


                                                                                                   SECTION A-A ELEVA TION
                                                                                                                     SCALE 1:20
                                                                                                                                                                     PROJECT
ND   DATE   REVISION                                                                                                    UA It
                                                                                                                                                                                PROPOSED PONTOON               CERTIFIED
                       ATLAS MARINE INTERNATIONAL
                                TRADING AS
                                                                   C SUPERIOR'                                          10/06/10                                     arc. TITLE PONTOON CONSTRUCTION DETAILS
                                SUPERIOR JETTIES                    Ojetties                                                                                                                                   MARK WICHLINSKI
                                                                                                                        RA WING NO,                                             JOHN SYMONS                    CONING ENG.
                       COPYRIGHT ©10M
                       ATLAS MARK INTERNATIONAL PTY. LTD           Had Address:     P.O. Box 920     Nerang   4211      5960-D03                                                2 / 23 VAGGELAS COURT
                       NO PART OF THIS DO(LNENT MAY BE COPED,
                       REPRODUCED. STORED N A RETRIEVABLE SYSTEM                                                                                                                BIGGERA WATERS
                       N ANY FORM. OR TRANSMITTED BY ANY MEANS     f     1071 SS94 8m
                       WITHOUT PRIOR WRITTEN PERMISSION OF         Far, (PT) 5594 8772                                                                               D AWS T;            PAPER ZE1 SCALE
                       ATLAS MARINE NTERNATR)NAL PTY. LTD          EHF: info(asuperiarjeffiescoo                                                                         OGc             A3 SI AS SHOWN        RPEQ: 1643