21.101_02 3 Mermaid Quay New Jetty_Structural [C1]_2

                                                                                                                                                                                                                                                                                                                                                                                                                                EDGE OF
                                                                                                                                                                                                                                                                                                                                                                                           1-M16 BOLT S.S.                      DECKING /
                                                                                                                                                                                                                                                                                                                                                                                           B1 TO P1 TO B1                       KICK BOARD
     KICK BOARD                                    1-M16 BOLT S.S.                        KICK BOARD              MERBAU                      KICK BOARD            MERBAU                               KICK BOARD                            MERBAU                                                                                MERBAU                                                TYPICAL.
     BY BUILDER                                    J1 TO P1                               BY BUILDER              TIMBER                      BY BUILDER            TIMBER                               BY BUILDER                            TIMBER                                                                                TIMBER
                                                                                                                                                                                                                                                                                                       80
                                                   TYPICAL.                                                       DECKING                                           DECKING                                                                    DECKING
                                                                                                                                                                                                                                                                                                      MIN.
                                                                                                                                                                                                                                                                                                                                     DECKING                                          B1                                                  10 FOLDED PLATE
                                                                                                                                                                                                                                                                                                                                                                                                                                          BRACKET S.S.
                                                                                                                                                                                                                                                                                                                                                                                                                                          1-M16 BOLT S.S.
          MIN.




                                                                                                                                                                                                                                                                                                                                                                                                                                          EACH LEG
          100




                                                                                                                                                                                                                                                                                                                                                                                                          P1
                                                                                                                                                                                                                                                J1                                                    J1                            J1
                                                                                                                                       B2                                                                                                                                                                                                                                             B1                                                        INSTALL




                                                                                  B2




                                                                                                                                                           B2
               J1




                                                                                                                                                                                                                                                                                                                                                                                                                                                B1 SECOND
            25                                           B1/2                                              1-M16 BOLT S.S.                                      1-M16 BOLT S.S.
          RECESS                                                                                                                                                                                                                          1-M16 BOLT S.S.                                                                            1-M16 BOLT S.S.
                                                                                                           B2 TO P1                                             B2 TO P1 TO B2                                                                                                                                              B1




                                                                                                                                                                                                                                                                                                      B1
                                                                                                           TYPICAL.                                             TYPICAL.                                                                  J1 TO B2                                                                                   J1 TO B1                                 INSTALL DOUBLE
                                                                                                                                                                                                                                                                                                                                                                                                                     80
                                                                                                                                                                                                                                          TYPICAL.                                                                                   TYPICAL.                                 BEAMS FIRST




                                                                                                                                                                                                               B2



                                                                                                                                                                                                                               B2
                                                                                 25                                               25                         25                        80                                                                                                     25                                                                                                                    MIN.            B2
                                                                               RECESS                                           RECESS                     RECESS                     MIN.                                                                                                  RECESS
                                                   1-M16 BOLT S.S.
                                                   B1/2 TO P1
                               P1




                                                                                               P1




                                                                                                                                                   P1




                                                                                                                                                                                                                                                                                                                  P1
                                                   TYPICAL.

                                                                                                                                                                                                                                                                                                                                                                                                         JOIST OVER OMITTED FOR CLARITY

                                                                                                                                                                                                                                                                                                                                                                                       SKEW BEAM / DOUBLE BEAM
        JOIST & BEAM TO PILE                                                            BEAM TO PILE                                        DOUBLE BEAM TO PILE                                  JOIST TO DOUBLE BEAM                                                                   JOIST LAP AT DOUBLE BEAM                                                                       INTERSECTION TO PIER
        TYPICAL DETAIL                                                                  TYPICAL DETAIL                                      TYPICAL DETAIL                                       TYPICAL DETAIL                                                                         TYPICAL DETAIL                                                                                 TYPICAL DETAIL
        1:10                                                                            1:10                                                1:10                                                 1:10                                                                                   1:10                                                                                               1:10




                                                                                                                                       1-M16 BOLT S.S.
                                                                                                             J1                        J1 TO B1
                                                                                                                                                                                                               CL                                                                                CL
                                                                                                                                       TYPICAL.
                                                                                                                                                                                                                                          2000 MAX.
                                                                          NOTCH OUT MIN. 25mm                                                                   6 SEAL PLATE                                                            POST SPACING
                                                                                                                                                                                                                                                                                                                                                         CL
                                                                          DEEP SEAT AT BEARER                                                                   CFW TO HAND RAIL
                                                                          & JOIST CONNECTIONS.                                                                  EACH END                                                              100x50x3 BOX ON FLAT
                                                                          TYP.

                                                                                                                                                                                             150

                                                                     J1

                                                                                                                                    1-M16 BOLT S.S.


                                                                                                                                                                                900
                                                                                                                                    B1 TO P1




                                                                                                                                                                                                 75x75x5 BOX




                                                                                                                                                                                                                                                                                   75x75x5 BOX




                                                                                                                                                                                                                                                                                                                                           75x75x5 BOX
                                                                                                                                    TYPICAL.
                                                                                                                     P1




                              J1
                                                                          B1
    1-M16 BOLT S.S.
    J1 TO P1
    TYPICAL.
                                                                                                                                                                                175




                                                                                                                                                                                                                                          J1
                                                                                                                                                                                                                                                                                                                                                              2-M12 S.S. BOLTS




                                                                                                                                                                                                                                                                                                                                      J1
                                                                                                                                                                              6 BASE PLATE                                 2-M12 S.S. BOLTS                                                                                                                   WITH OVERSIZED WASHERS
                                                                                                                                                                              CFW TO BOX                                   WITH OVERSIZED WASHERS                                                                                                             TO JOIST
                                                                                                                                                                              PROVIDE 10Ø                                  TO JOIST
                                                                                                                                                                              WEEPHOLE
                                                    P1




                                                                                                                                                                                                                    ALUMINUM HANDRAIL                                                                                       ALUMINUM HANDRAIL
                                                                                                                                                                                                                    TYPICAL ELEVATION                                                                                       TYPICAL SECTION
                                                                                                                                                                                                                    1:10                                                                                                    1:10

                                                                                                                                                                                                                      HANDRAIL TO BE A FULLY
                                                                                                                                                                                                                      WELDED ALUMINUM FRAME.
                                                                                                                                                                                                                      BUTT JOINTS & CFW ALL
                                            PILE TO BEAM TO JOIST - TYPICAL VIEW                                                                                                                                      ROUND.
                                            1:10


                                           CONSTRUCTION
© THIS DRAWING IS PROTECTED                                                                                ASSOCIATED CONSULTANTS                                                                                                                                                                      PROJECT                                                                                    DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
                                                                                                                                                                                                                             Long View                                                                     PROPOSED JETTY
                                                                                                                                                                                                                                                                                                           3 MERMAID QUAY, NOOSAVILLE 4566
                                                                                                                                                                                                                                                                                                                                                                                                   JETTY FRAMING DETAILS - SHEET 1
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                             L                               Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE                                                                                                                                                                                                      Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
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                                                                                                                                                                                                                                                                                                       DRAWN
                                                                                                                                                                                                                                                                                                                 J.A.L.
                                                                                                                                                                                                                                                                                                                          CHECKED
                                                                                                                                                                                                                                                                                                                                    F.M.
                                                                                                                                                                                                                                                                                                                                             APPROVED                       DATE
                                                                                                                                                                                                                                                                                                                                                                             MARCH 2023
                                                                                                                                                                                                                                                                                                                                                                                                  SCALE BAR                        DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                                       1:10
                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                               A1 ORIGINAL
                                                                                                                                                                                                                             ABN:      87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS                  1   CONSTRUCTION ISSUE                       C1          F.M.                                                                                                                     Mobile: 0414 681 676
                                                                                                                                                                                                                                                                                                       DESIGNED           CHECKED                                           RPEQ / Cert.          PROJECT NUMBER                   DRAWING NUMBER             REVISION
DESCRIBED AS "CONSTRUCTION                                                                                                                                                                                                   Email:    [email protected]
ISSUE".                                    No. DESCRIPTION                              REV.        APP.                                                                                                                     Internet: www.longviewconsulting.com.au                                              F.M.              F.M.                                             19951                         21.101-002                         S04                C1