20.001-015 7 The Peninsula_Construction Issue C1

                                                                                                                                                                                                                                                                                                                                                      DO NOT FIX JETTY TO
                                                                                                                                                                                                                                                                                                                                                      REVETMENT WALL.


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




                                                                                                                                                                               J1                                                                                                 J1                                                     J1
                                                                                         B1
                    J1
              25                                         B1                                                     1-M16 BOLT S.S.
                                                                                                                                                                                    1-M16 BOLT S.S.                                                                                 1-M16 BOLT S.S.                              150 x 150 x 10 EA BRACKET S.S.
                                                                                                                                                                                                                                                                                                                                                                                   TJ
            RECESS                                                                                              B1 TO P1
                                                                                                                TYPICAL.                                       B1                   J1 TO P1                                                                                        J1 TO B1                                     2-M12 BOLTS S.S. TO J1

                                                                                                                                                                                                                                                                        B1
                                                                                     25                                                                    25                       TYPICAL.                                                                                        TYPICAL.                                     2-M12 BOLTS S.S. TO TJ
                                                                                                                                                                                                                                                                                                                                 PER J1 TO TJ CONNECTION
                                                                                   RECESS                                                                RECESS
                                                   1-M16 BOLT S.S.                                                                                                                                                                                                                                                               TYPICAL.
                                                   B1 TO P1
                                     P1




                                                                                                      P1




                                                                                                                                                                       P1
                                                   TYPICAL.




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




                                                                                                                                                                                                                                                          CL                                                               CL
                                                                                                                                   1-M16 BOLT S.S.                                                                                                                               2000 MAX.
                                                                                                           J1                      J1 TO B1                                                      6 SEAL PLATE                                                                  POST SPACING
                                                                                                                                                                                                                                                                                                                                                                       CL
                                                                                                                                   TYPICAL.                                                      CFW TO HAND RAIL
                                                                                                                                                                                                 EACH END                                                                     100x50x3 BOX ON FLAT
                                                                      NOTCH OUT MIN. 25mm
                                                                      DEEP SEAT AT BEARER
                                                                      & JOIST CONNECTIONS.
                                                                                                                                                                                                                                        150
                                                                      TYP.




                                                                 J1




                                                                                                                                                                                                                        900




                                                                                                                                                                                                                                            75x75x5 BOX




                                                                                                                                                                                                                                                                                                             75x75x5 BOX




                                                                                                                                                                                                                                                                                                                                                         75x75x5 BOX
                                                                                                                                1-M16 BOLT S.S.
                                                                                                                                B1 TO P1
                                                                                                                                TYPICAL.
                                                                                                                P1




                              J1
                                                                      B1
    1-M16 BOLT S.S.




                                                                                                                                                                                                                        175
    J1 TO P1                                                                                                                                                                                                                                                                   J1
    TYPICAL.
                                                                                                                                                                                                                                                                                                                                                                                 2-M12 S.S. BOLTS
                                                                                                                                                                                                                    6 BASE PLATE                                      2-M12 S.S. BOLTS                                                                  J1                       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
                                                                                                                                                                                                                                                                 ROUND.

                                            PILE TO BEAM TO JOIST - TYPICAL VIEW
                                            1:10




© 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: 1331
                                                                                                                                        Address: 7 THE PENINSULA,
                                                                                                                                                                                                 Long View                                                                   PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                             7 THE PENINSULA, NOOSAVILLE QLD
                                                                                                                                                                                                                                                                                                                                                                             JETTY FRAMING DETAILS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                 L               Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                             NOOSAVILLE QLD
NAMED HEREIN. EXCLUSIVE                                                                                                                 LOT: 261 RP: 863243                                      Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                        Client: Ed Strong                        V               Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                          DRAWN
                                                                                                                                                                                                                                                                                     S.T.
                                                                                                                                                                                                                                                                                            CHECKED
                                                                                                                                                                                                                                                                                                      F.M.
                                                                                                                                                                                                                                                                                                             APPROVED                          DATE
                                                                                                                                                                                                                                                                                                                                                  03/03/2021
                                                                                                                                                                                                                                                                                                                                                                            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                                20.001-015                    S04                C1