20.001-011 4 Masthead Quay_Construction Issue_C2

                                                                                                                                                                                                                                                                                                                                                   EDGE OF
                                                                                                                                                                                                                                                                                                                                                   DECKING /                        1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                   KICK BOARD                       B1 TO P1 TO B1
               KICK BOARD                                1-M16 BOLT S.S.                              KICK BOARD          TREX COMPOSITE                           KICK BOARD            TREX COMPOSITE                                                                           TREX COMPOSITE                                                                                    TYPICAL.
               BY BUILDER                                J1 TO P1                                     BY BUILDER          DECKING BY OTHERS                        BY BUILDER            DECKING                                                                                  DECKING BY OTHERS
                                                                                                                                                                                                                                               80
                                                         TYPICAL.                                                         FIXED TO MANUF. SPEC.
                                                                                                                                                                                                                                              MIN.
                                                                                                                                                                                                                                                                                  FIXED TO MANUF. SPEC.                     10 FOLDED PLATE                                                      B1
                                                                                                                                                                                                                                                                                                                            BRACKET S.S.
                                                                                                                                                                                                                                                                                                                            1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                                                  P1
                    MIN.


                                                                                                                                                                                                                                                                                                                            EACH LEG
                    100




                                                                                                                                                                                         J1                                                  J1                                  J1
                                                                                                                                                                                                                                                                                                                           INSTALL                                                               B1




                                                                                             B2
                         J1




                                                                                                                                                                                                                                                                                                                           B2 SECOND
                      25                                       B1/2                                                      1-M16 BOLT S.S.
                    RECESS                                                                                                                                                           1-M16 BOLT S.S.                                                                             1-M16 BOLT S.S.
                                                                                                                         B2 TO P1
                                                                                                                                                                                     J1 TO B2                                                    B1                              J1 TO B1                                                                                                 INSTALL DOUBLE




                                                                                                                                                                                                                                                                       B1
                                                                                                                         TYPICAL.                                               B2   TYPICAL.                                                                                    TYPICAL.
                                                                                                                                                                                                                                                                                                                                                                         80
                                                                                                                                                                                                                                                                                                                                                                                          BEAMS FIRST




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




                                                                                                            P1




                                                                                                                                                                                                                                                                P1
                                                         TYPICAL.

                                                                                                                                                                                                                                                                                                                                                              JOIST OVER OMITTED FOR CLARITY

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




                                                                                                                                                                                                                                                                                                                                                          DO NOT FIX JETTY TO
                                                                                                                                                                                                                                                                                                                                                          REVETMENT WALL.


                                                                                                                                                                                                                   TREX COMPOSITE                                                            TREX COMPOSITE                 TREX COMPOSITE                                          EXISTING
                                                                                                                                                                                                                   DECKING BY OTHERS                                                         DECKING                        DECKING                                                 REVETMENT
                                                                                                                                                                                                                   FIXED TO MANUF. SPEC.                                                                                                                                            WALL
                                                                                                                                       1-M16 BOLT S.S.
                                                                                                            J1                         J1 TO B1
                                                                                                                                       TYPICAL.

                                                                      NOTCH OUT MIN. 25mm                                                                                                                                               J1                                                               J1                                 J1
                                                                      DEEP SEAT AT BEARER
                                                                      & JOIST CONNECTIONS.
                                                                      TYP.
                                                                                                                                                                                                                                              1-M16 BOLT S.S.                                            1-M16 BOLT S.S.       150 x 150 x 10 EA BRACKET S.S.
                                                                                                                                                                                                                                                                                                                                                                          TJ
                                                                                                                                                                                                           B1                                 J1 TO P1                                                   J1 TO B1              2-M12 BOLTS S.S. TO J1

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




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




                              J1                                                                                                                                                               CONTINUOUS EXTERNAL                                                               CONTINUOUS INTERNAL
                                                                          /B2                                                                                                                  JOIST TO BEAM                                                                     JOIST TO BEAM                                             JOIST TO TRIMMER JOIST
                                                                       B1
                                                                                                                                                                                               TYPICAL DETAIL                                                                    TYPICAL DETAIL                                            TYPICAL DETAIL
    1-M16 BOLT S.S.
                                                                                                                                                                                               1:10                                                                              1:10                                                      1:10
    J1 TO P1
    TYPICAL.
                                                    P1




                                            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: 1320
                                                                                                                                            Address:
                                                                                                                                                                                                      Long View                                                        PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                       4 MASTHEAD QUAY, NOOSA HEADS.
                                                                                                                                                                                                                                                                                                                                                   JETTY FRAMING DETAILS - SHEET 2
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                     L                Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                 4 MASTHEAD QUAY,
NAMED HEREIN. EXCLUSIVE                                                                                                                     NOOSA HEADS.                                              Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE                     2   CONSTRUCTION ISSUE 2               C2         F.M.                                           LOT: 632 RP: 883863                      V                Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                      DRAWN
                                                                                                                                                                                                                                                                                 S.T.
                                                                                                                                                                                                                                                                                        CHECKED
                                                                                                                                                                                                                                                                                                  F.M.
                                                                                                                                                                                                                                                                                                         APPROVED           DATE
                                                                                                                                                                                                                                                                                                                               09/03/2021
                                                                                                                                                                                                                                                                                                                                                  SCALE BAR                            DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                           1:10
                                                                                                                                                                                                                                                                                                                                                                                                                  DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                   A1 ORIGINAL
                                                                                                                                            Client: ALEX WYER                                         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                          20.001-011                          S05                  C2