20.001-023 34 The Promontory_Construction Issue_C2

                                                                                                                                                                                                                                                                                                                                                                                                                               DO NOT FIX JETTY TO
                                                                                                                                                                                                                                                                                                                                                                                                                               REVETMENT WALL.


   KICK BOARD                                      1-M16 BOLT S.S.                   KICK BOARD          TREX COMPOSITE                                          TREX COMPOSITE                      TREX COMPOSITE                                                           TREX COMPOSITE                                                              TREX COMPOSITE                    TREX COMPOSITE                                               EXISTING
   BY BUILDER                                      J1 TO P1                          BY BUILDER          DECKING BY OTHERS                                       DECKING                             DECKING                                                                  DECKING BY OTHERS                                                           DECKING                           DECKING                                                      REVETMENT
                                                   TYPICAL.                                              FIXED TO MANUF. SPEC.                                                                                                                                                FIXED TO MANUF. SPEC.                                                                                                                                                      WALL
        MIN.
        100




                                                                                                                                    J1(A)                     J1(B)                      J1                                     J1                                                                         J1                                                     J1                                                J1




                                                                             B2
             J1




                                                                                                                                                                                               80




                                                                                                                                   B1




                                                                                                                                                                                                                                                                                                                                                                                                                                            TJ
          25                                              B1/2                                      1-M16 BOLT S.S.                                                                           MIN.                   1-M16 BOLT S.S.
        RECESS                                                                                                                                               NOTCH J1 ENDS                                                                                                                                      1-M16 BOLT S.S.                                     1-M16 BOLT S.S.             150 x 150 x 10 EA BRACKET S.S.
                                                                                                    B2 TO P1                                                                                                         J1 TO B1




                                                                                                                                                                                                                                                                        B1
                                                                                                                                                             1-M16 BOLT S.S.                                                                                                                                    J1 TO P1                                            J1 TO B1                    2-M12 BOLTS S.S. TO J1




                                                                                                                                                                                                      B1
                                                                                                    TYPICAL.                       25                                                                                PER J1 CONNECTION
                                                                                                                                                             PER J1 TO P1                                                                                                                                       TYPICAL.                                            TYPICAL.                    2-M12 BOLTS S.S. TO TJ




                                                                                                                                                                                                                                                                                                                                                  B1
                                                                            25                                                   RECESS                                                                              TYPICAL.                                       25
                                                                                                                                                             TYPICAL.                                                                                                                                                                                                                           PER J1 TO TJ CONNECTION
                                                                          RECESS                                                                                                                                                                                  RECESS
                                                   1-M16 BOLT S.S.                                                                                           JOIST J1(A) SHALL                                                                                                                                                                                                                  TYPICAL.
                                                   B1/2 TO P1                                                                                                BEAR ON J1(B)
                              P1




                                                                                          P1




                                                                                                                                                   P1




                                                                                                                                                                                                                                                                                             P1
                                                   TYPICAL.




                                                                                                                                                                                                                                                                CONTINUOUS EXTERNAL                                                  CONTINUOUS INTERNAL
      JOIST & BEAM TO PILE                                                         BEAM TO PILE                                  EXTERNAL JOIST LAP                               INTERNAL JOIST LAP                                                            JOIST TO BEAM                                                        JOIST TO BEAM                                                                 JOIST TO TRIMMER JOIST
      TYPICAL DETAIL                                                               TYPICAL DETAIL                                TYPICAL DETAIL                                   TYPICAL DETAIL                                                                TYPICAL DETAIL                                                       TYPICAL DETAIL                                                                TYPICAL DETAIL
      1:10                                                                         1:10                                          1:10                                             1:10                                                                          1:10                                                                 1:10                                                                          1:10




                                                                                                                                           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
                                                                             /B2
                                                                          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
                                                                                                                                                NOOSA JETTY BUILDERS
                                                                                                                                                JOB No:
                                                                                                                                                ADDRESS:
                                                                                                                                                                                                        Long View                                                        PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                         34 THE PROMONTORY, NOOSAVILLE
                                                                                                                                                                                                                                                                                                                                                                                 JETTY FRAMING DETAILS - SHEET 1
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                   L                    Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                     34 THE PROMONTORY,
NAMED HEREIN. EXCLUSIVE                                                                                                                         NOOSAVILLE.                                             Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE                     2   CONSTRUCTION ISSUE                         C2      F.M.                                          LOT: 833  SP: 102579               V                    Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                        DRAWN
                                                                                                                                                                                                                                                                                             S.T.
                                                                                                                                                                                                                                                                                                         CHECKED
                                                                                                                                                                                                                                                                                                                   F.M.
                                                                                                                                                                                                                                                                                                                          APPROVED                             DATE
                                                                                                                                                                                                                                                                                                                                                                  22/07/2021
                                                                                                                                                                                                                                                                                                                                                                                SCALE BAR                                          DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                                      1:10
                                                                                                                                                                                                                                                                                                                                                                                                                                                             DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              A1 ORIGINAL
                                                                                                                                                CLIENT: NOEL ROBINSON                                   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                                 20.001-023                             S04                C2