21.101-013_11 Masthead Quay Jetty_[C1]

                                                                                                                                                                                                                                                                                                                                                                                                   NOTES:
                                                                                      MASTHEAD QUAY                                                                                                                                                                                         FRAMING SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                   1.    UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
                                                                                                                                                                                                                                                             MARK SIZE                          COMMENTS
                                                                                                                                                                                                                                                             B1    150x75 UNS F14 HWD.          H5 TREATED
                                                                                                                                                                                                                                                                                                                                                                                                         CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
                                                                                                                                                                                                                                                             J1    150x75 UNS F14 HWD.          H5 TREATED DECK JOISTS AT 450 CRS.
                                                                                         20.277                                                                                                                                                              P1    Ø 225 NOM F22 HWD PIER       H5 TREATED                                                                                         2.    UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
                                                                                                                                                                                                                                                             P2    Ø 225 NOM F22 HWD PIER       H5 TREATED, CUT-OFF 600mm ABOVE JETTY DECK
                                                                                                                                                                                                                                                                                                                                                                                                         THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
                                                                                                                                                                                                                                        JETTY NOT FIXED TO                                                                                                                                               "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
                                                                                                                                                                                                                                        REVETMENT WALL
                                                                                                                                                                                                                                                              JETTY LOADING CRITERIA
                                                                                                                                                                                                                                                                                                                                                                                                   3.    ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                                         APPROVED MARINE GRADE 316.
                                                                                                                                                                                                                                                              JETTY LIVE LOADS = 2.0 kPa, 1.8 kN
                                                                                                                                                                                                                                                              MOORED VESSEL (MAX.)                                                                                                                       ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
                                                                                                                                                                                                                                                              •     LENGTH                      = 8.0m                                                                                                   AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
                                                                                                                                                                                                                                                              •     WEIGHT                      = 1800kg




                                                                                                                                                                                              1000
                                                                                                                                                                                                                                                              •     BERTHING VELOCITY           =0.5 m/s
                                                                                                                                                                                                                                                                                                                                                                                                   4.    TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
                                                                                                                                                                                                                B1                                                                                                                                                                                       WITH AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.




                                                                                                                                                                                                          P1
                                                                                                                                                                                                                                                                                                                                                                                                   5.    DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE




                                                                                                                                                                                                                      P1
                                                                                                                                                                      HANDRAIL TO                                                                                                                                                                                                                        DRAWINGS.
                                                                                                                                                                      COMPLY WITH
                                                                                                                                                                      NOOSA COUNCIL                                         J1
                                                                                                                                                                                                                                                                                                                                                                                                   6.    ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
                                                                                                                                                                      REGULATIONS




                                                                                                                                                                                              2950
                                                                                                                                                                                                                                                                                                                                                                                                         ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
                                                                                                                                                                                                                                                              PROPOSED                                                                                                                                   CONSTRUCTION WORKS.
                                                                                                                                                                                                                                                              BOATLIFT BY
                                                                                        LOT 595                                                                       MERBAU DECKING
                                                                                                                                                                                                                                                              OTHERS
                                                                                                                                                                                                                                                              (4.0mx9.0m)
                                                                                                                                                                                                                                                                                                                                                                                                   7.    TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE
                                                                                                                                                                      BY BUILDER                                                                                                                                                                                                                         DATA. FLOOD LEVEL RECORD FROM BOM DATA.
                                                                                       RP 883861

                                                                                                                                 20°30'40
                                                                                                                                 40.214
                                                                                      AREA: 810 m2                                                                                                                                                                                                                                                                                                 8.    C.O.S. DENOTES CONFIRM ON SITE.
                                                    20°30'40
                                                    40.555




                                                                                                                                                                                                               B1




                                                                                                                                                                                                     P1




                                                                                                                                                                                                                      P1
                                                                                                                                         "
                                                            "




                                                                                                                                                                                                                            J1




                                                                                                                                                                                              2950




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           B1
                                                                                                                                                                                                                                                                                                                                                                                                        B1




                                                                                                                                                                                                                                                                                                                                                                                                                                    B1
                                                                                                                                                                                                                                                                                                                                                                                             J1                          J1                                     J1




                                                                                                                                                                                                                                                                                                                                                                                     B1
                                                                                                                                                                                                                                                                                                                  RL 1.00m H.A.T



                                                                                                                                                                                                                                                                                                                  RL 0.44m AHD
                                                                                                                                                                                                               B1




                                                                                                                                                                                                     P1




                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                            J1
                                                                                                                                                                                                                                                                                                                                                                                                               SEA BED
                                                                                                                              7000




                                                                                                                                                                                              2950
                                            REVETMENT                                         20.228




                                                                                                                                                                                                                                                                                                                                                                                    P2




                                                                                                                                                                                                                                                                                                                                                                                                          P1




                                                                                                                                                                                                                                                                                                                                                                                                                                    P1
                                                                                                                         4000                                                                                                                                 REFER SEABED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            P1
                                            BOUNDARY                                        117°51'40"
                                                                                                                                                                                                                                                              ANCHOR DETAIL




                                                                                                                                                                                                                                                                                                                                                           3000 MIN. EMBEDMENT
                                                                                                                                               PROLON
                                                                PROLON




                                                                                                         10000




                                                                                                                                                                                                               B1




                                                                                                                                                                                                                      P2
                                                                                                                                                     GED BO
                                                                                                                                      9000




                                                                                                                                                                                                     P2
                                                                      GED BO




                                                                                                                                                           U NDARY




                                                                                                                                                                                              150



                                                                                                                                                                                                               1200        150 TYP.
                                                                                                                                                                                                               1500
                                                                            U NDARY




                                                                                                                 1500




                                                                                          NOOSA WATERS
                                                                                                                                                                                                                                                                                                                                                                                                        EAST ELEVATION
                                                                                                                                                                                                                                                                                                                                                                                                        SCALE 1 : 50


                                                                                                                                                                                                                                                                                                                                                                                                  HANDRAIL TO COMPLY WITH
                                                                                       JETTY SITE PLAN                                                                                  JETTY FRAMING PLAN                                                                                                                                                                                        NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                  REGULATIONS
                                                                                       SCALE 1 : 200                                                                                    SCALE 1 : 50




         2m    0      2000   4000    6000    8000
1 :200

    500mm
1 :50
               0       500   1000    1500    2000
                                                                                                                                                                                                                                                                                                                                                                                                  JETTY SCHEMATIC VIEW                                                                   CONSTRUCTION ISSUE
 © THIS DRAW ING IS                                                                                                                                                  ASSOCIATED CONSULTANT:                                           CLIENT:                                                                                                                                    PROJECT:                                       DRAWING TITLE:

                                                                                                                                                                                                                                                                                                    Long View
 PROTECTED UNDER
 COPYRIGHT IN ACCORDANCE
 WITH AGREEMENT BETW EEN
 LODESTAR MERIDIAN PTY LTD
                                                                                                                                                                        NOOSA JETTY                                                         GRAEME AND SUZANNE                                                                                                                           PROPOSED NEW JETTY                            SITE PLAN, FRAMING PLAN AND                                                21.101-013
 T/AS LONG VIEW
 CONSULTING ENGINEERS
                                                                                                                                                                         SERVICES                                                                CUTLER                                     L       Consulting Engineers Pty Ltd                                                                                                                ELEVATION                                                     JOB No.
 AND THE CLIENT AS NAMED
 HEREIN. EXCLUSIVE USE IS
 GRANTED UNDER THE                                                                                                                                                                                                                                                                          V       Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
 AGREEMENT ONLY FOR THE
 PROJECT. THIS DRAWING
                                                                                                                                                                                                                                                                                                    Post:
                                                                                                                                                                                                                                                                                                    ABN:
                                                                                                                                                                                                                                                                                                              PO Box 963 Cooroy QLD 456
                                                                                                                                                                                                                                                                                                              87 711 552 832                                                                11 MASTHEAD QUAY                  DRAWN:
                                                                                                                                                                                                                                                                                                                                                                                                                              SAB
                                                                                                                                                                                                                                                                                                                                                                                                                                         CHECKED: APPROVED:
                                                                                                                                                                                                                                                                                                                                                                                                                                         SAB                                                                    S100            A
 SHALL NOT BE                                                                                                                                                                                                                                                                                       Mobile: 0414 681 676
 CONSTRUCTED UNLESS
 DESCRIBED AS
                             A      CONSTRUCTION ISSUE                                                             07/04/25     SAB          FJM                                                                                                                                                    Email: [email protected]
                                                                                                                                                                                                                                                                                                    Internet: www.longviewconsulting.com.au
                                                                                                                                                                                                                                                                                                                                                                                             NOOSAVILLE 4566                  DESIGNED: CHECKED:
                                                                                                                                                                                                                                                                                                                                                                                                                                                   RPEQ 19951
                                                                                                                                                                                                                                                                                                                                                                                                                                                                DATE:           SCALE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AS NOTED - A1 ORIGINAL SIZE   DRAWING No.   REVISION.
 "CONSTRUCTION ISSUE".       REV    DESCRIPTION                                                                     DATE      DRAWN APPROVED                                                                                                                                                                                                                                                                                  FJM        FJM                    07/04/25