21.101_14_16 Seamount Quay Jetty_[C3]

     KICK BOARD                                    1-M16 BOLT S.S.                                         MERBAU DECKING                     KICK BOARD           MERBAU DECKING               MERBAU DECKING                                                              MERBAU DECKING                                      MERBAU DECKING                                              MERBAU DECKING
     BY BUILDER                                    J1 TO P1                                                BY OTHERS.                         BY BUILDER           BY OTHERS.                   BY OTHERS.                                                                  BY OTHERS.                                          BY OTHERS.                                                  BY OTHERS.
                                                   TYPICAL.
          MIN.
          100




                                                                                                                                                                   J1                      J1                              J1                                       J1                            J1                                    J1                                                  J1




                                                                                  B1
                  J1                                                                                                                                                                                                                                                      80




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




                                                                                                                                                                                           B1
          RECESS                                                                                                                                       J1 TO B1                                                                                                                              J1 TO B1                                      J1 TO B1
                                                                                                                                                                                                                          PER J1 TO P1




                                                                                                                                               B1
                                                                                                                                                                                                                                                                                  B1
                                                                                                           TYPICAL.                                                                                                                                                                                                                                                                2-M12 BOLTS S.S. TO J1




                                                                                                                                                                                                                                                                                                                               B1
                                                                                 25                                                                    TYPICAL.                       25                                  TYPICAL.                                                           PER J1 CONNECTION                             TYPICAL.
                                                                                                                                 80                                                                                                                                                                                                                                                2-M12 BOLTS S.S. TO TJ
                                                                               RECESS                                           MIN.                                                RECESS                                JOIST J1(A) SHALL                                                  TYPICAL.
                                                                                                                                                                                                                                                                                                                                                                                   PER J1 TO TJ CONNECTION
                                                   1-M16 BOLT S.S.                                                                                                                                                        BEAR ON J1(B)                                                                                                                                            TYPICAL.
                                                   B1 TO P1
                               P1




                                                                                               P1




                                                                                                                                                                                                   P1
                                                   TYPICAL.




        JOIST & BEAM TO PILE                                                            BEAM TO PILE                                       JOIST TO BEAM                            EXTERNAL JOIST LAP                                                   INTERNAL JOIST LAP                                             INTERNAL 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
                                                                                                                                        TYPICAL.

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




                                                                     J1

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




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




                                            PILE TO BEAM TO JOIST - TYPICAL VIEW
                                            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 SERVICES
                                                                                                                                        Email: [email protected]
                                                                                                                                        Phone: 0408 137 526
                                                                                                                                                                                                    Long View                                                              PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                           16 SEAMOUNT QUAY, NOOSAVILLE 4566 QLD
                                                                                                                                                                                                                                                                                                                                                      JETTY FRAMING DETAILS - SHEET 1
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                      L             Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                             Client: RICHARD & SAMANTHA DOWNS
NAMED HEREIN. EXCLUSIVE
                                           1   CONSTRUCTION ISSUE                       C3          F.M.
                                                                                                                                                                                                    Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE                     1   CONSTRUCTION ISSUE                       C2          F.M.                                                                              V             Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                          DRAWN
                                                                                                                                                                                                                                                                                     N.N.
                                                                                                                                                                                                                                                                                            CHECKED
                                                                                                                                                                                                                                                                                                      F.M.
                                                                                                                                                                                                                                                                                                             APPROVED               DATE
                                                                                                                                                                                                                                                                                                                                       25/04/2026
                                                                                                                                                                                                                                                                                                                                                     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.             N.N.                                   19951                    21.101-014                      S04                 C3