20.001 - 012 3-19 Larburnum Cr_Construction Issue_C1

                                                                                                                                                                                                                                                                                                                           DO NOT FIX JETTY TO
                                                                                                                                                                                                                                                                                                                           REVETMENT WALL.


       KICK BOARD                                  1-M16 BOLT S.S.                     KICK BOARD               MERBAU                                  MERBAU                                                              MERBAU                                                                             MERBAU                                              EXISTING
       BY BUILDER                                  J1 TO P1                            BY BUILDER               TIMBER                                  TIMBER                                                              TIMBER                                                                             TIMBER                                              REVETMENT
                                                   TYPICAL.                                                     DECKING                                 DECKING                                                             DECKING                                                                            DECKING                                             WALL
            MIN.
            100




                                                                                                                 J1                                           J1                                                                                        J1                                                     J1
                    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                                                                                   J1 TO B1                                                     J1 TO B1
                                                                                                                                                                                                                    B1




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




                                                                                                                                                                                                                                          P1
                                                   TYPICAL.




                                                                                                                                                                                                       CONTINUOUS EXTERNAL
          JOIST & BEAM TO PILE                                                     JOIST TO BEAM                                            INTERNAL 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
                                                                                                                                                                                                                                                                  2000 MAX.
                                                                                                                                                                                        6 SEAL PLATE                                                            POST SPACING
                                                                                                                                                                                                                                                                                                                                                              CL
                                                                                                                                      1-M16 BOLT S.S.                                   CFW TO HAND RAIL
                                                                                                                                                                                        EACH END                                                              100x50x3 BOX ON FLAT
                                                                                                           J1                         J1 TO B1
                                                                                                                                      TYPICAL.

                                                                      NOTCH OUT MIN. 25mm                                                                                                                               150
                                                                      DEEP SEAT AT BEARER
                                                                      & JOIST CONNECTIONS.
                                                                      TYP.




                                                                                                                                                                                                        900
                                                                 J1




                                                                                                                                                                                                                            75x75x5 BOX




                                                                                                                                                                                                                                                                                            75x75x5 BOX




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




                              J1
                                                                        1 /B2




                                                                                                                                                                                                        175
                                                                      B                                                                                                                                                                                          J1
    1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                                           2-M12 S.S. BOLTS
    J1 TO P1
                                                                                                                                                                                                    6 BASE PLATE                                      2-M12 S.S. BOLTS                                                                         J1                          WITH OVERSIZED WASHERS
    TYPICAL.
                                                                                                                                                                                                    CFW TO BOX                                        WITH OVERSIZED WASHERS                                                                                               TO JOIST
                                                                                                                                                                                                    PROVIDE 10Ø                                       TO JOIST
                                                                                                                                                                                                    WEEPHOLE




                                                                                                                                                                                                                                               ALUMINUM HANDRAIL                                                                   ALUMINUM HANDRAIL
                                                   P1




                                                                                                                                                                                                                                               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: 1317
                                                                                                                                           Address:
                                                                                                                                                                                              Long View                                                               PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                      UNIT 3, 19 LARBURNUM CRESCENT, NOOSAVILLE.
                                                                                                                                                                                                                                                                                                                                                                             JETTY FRAMING DETAILS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                    L         Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                UNIT 3, 19 LARBURNUM CRESCENT,
NAMED HEREIN. EXCLUSIVE                                                                                                                    NOOSAVILLE                                         Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                           LOT: 5      RP: GTP 104767               V         Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                   DRAWN
                                                                                                                                                                                                                                                                               S.T.
                                                                                                                                                                                                                                                                                      CHECKED
                                                                                                                                                                                                                                                                                                  F.M.
                                                                                                                                                                                                                                                                                                                APPROVED                       DATE
                                                                                                                                                                                                                                                                                                                                                              26/02/2021
                                                                                                                                                                                                                                                                                                                                                                            SCALE BAR                     DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                            1:10
                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                    A1 ORIGINAL
                                                                                                                                           Client: BRUCE ARGENT-SMITH                         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                     20.001-012                    S04                C1