20.001-006 200925 Construction Issue C2

                                                                                                                                                                                                                                                                                                                                                                             EDGE OF
                                                                                                                                                                                                                                                                                                                                        1-M16 BOLT S.S.                      DECKING /
                                                                                                                                                                                                                                                                                                                                        B1 TO P1 TO B1                       KICK BOARD
     KICK BOARD                                    1-M16 BOLT S.S.                         KICK BOARD              MERBAU                      KICK BOARD            MERBAU                     KICK BOARD                  MERBAU                                                               MERBAU                                 TYPICAL.
     BY BUILDER                                    J1 TO P1                                BY BUILDER              TIMBER                      BY BUILDER            TIMBER                     BY BUILDER                  TIMBER                                                               TIMBER
                                                                                                                                                                                                                                                                  80
                                                   TYPICAL.                                                        DECKING                                           DECKING                                                DECKING
                                                                                                                                                                                                                                                                 MIN.
                                                                                                                                                                                                                                                                                                 DECKING                           B1                                                  10 FOLDED PLATE
                                                                                                                                                                                                                                                                                                                                                                                       BRACKET S.S.
                                                                                                                                                                                                                                                                                                                                                                                       1-M16 BOLT S.S.
          MIN.




                                                                                                                                                                                                                                                                                                                                                                                       EACH LEG
          100




                                                                                                                                                                                                                                                                                                                                                       P1
                                                                                                                                                                                                                             J1                                 J1                              J1
                                                                                                                                        B2                                                                                                                                                                                         B1                                                        INSTALL
                  J1                                                                                                                                        B2




                                                                                    B2
                                                                                                                                                                                                                                                                                                                                                                                             B1 SECOND
            25                                           B1/2                                               1-M16 BOLT S.S.                                      1-M16 BOLT S.S.
          RECESS                                                                                                                                                                                                        1-M16 BOLT S.S.                                                          1-M16 BOLT S.S.
                                                                                                            B2 TO P1                                             B2 TO P1 TO B2                                                                                                       B1
                                                                                                            TYPICAL.                                             TYPICAL.                                               J1 TO B2                                  B1                             J1 TO B1                  INSTALL DOUBLE
                                                                                                                                                                                                                                                                                                                                                                  80
                                                                                                                                                                                                                        TYPICAL.                                                                 TYPICAL.                  BEAMS FIRST




                                                                                                                                                                                                 B2



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




                                                                                                P1




                                                                                                                                                    P1




                                                                                                                                                                                                                                                                             P1
                                                   TYPICAL.

                                                                                                                                                                                                                                                                                                                                                      JOIST OVER OMITTED FOR CLARITY

                                                                                                                                                                                                                                                                                                                                    SKEW BEAM / DOUBLE BEAM
        JOIST & BEAM TO PILE                                                             BEAM TO PILE                                        DOUBLE 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                                                             TYPICAL DETAIL
        1:10                                                                             1:10                                                1:10                                             1:10                                                       1:10                                                                           1:10




                                                                                                                                                                                                                                                                                                                                                      DO NOT FIX JETTY TO
                                                                                                                                                                                                                                                                                                                                                      REVETMENT WALL.


                                                                                                                                                                                                                        MERBAU                                                             MERBAU                                       MERBAU                                EXISTING
                                                                                                                                                                                                                        TIMBER                                                             TIMBER                                       TIMBER                                REVETMENT
                                                                                                                                                                                                                        DECKING                                                            DECKING                                      DECKING                               WALL
                                                                                                                                        1-M16 BOLT S.S.
                                                                                                              J1                        J1 TO B1
                                                                                                                                        TYPICAL.

                                                                          NOTCH OUT MIN. 25mm                                                                                                                                             J1                                                           J1                                J1
                                                                          DEEP SEAT AT BEARER
                                                                          & JOIST CONNECTIONS.




                                                                                                                                                                                                                                                                                                                                                                  TJ
                                                                          TYP.
                                                                                                                                                                                                                                               1-M16 BOLT S.S.                                         1-M16 BOLT S.S.      150 x 150 x 10 EA BRACKET S.S.
                                                                                                                                                                                                                 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
                                                                            1 /B2                                                                                                                     JOIST TO BEAM                                                          JOIST TO BEAM                                              JOIST TO TRIMMER JOIST
                                                                          B
                                                                                                                                                                                                      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 LONG
VIEW CONSULTING ENGINEERS
                                                                                                                                             NOOSA JETTY BUILDERS
                                                                                                                                             JoB No: 1279
                                                                                                                                             Address:
                                                                                                                                                                                                             Long View                                               PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                     35 SHOREHAVEN DRIVE, NOOSAVILLE.
                                                                                                                                                                                                                                                                                                                                                JETTY FRAMING DETAILS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                          L                  Consulting Engineers Pty. Ltd.
                               REVISIONS




NAMED HEREIN. EXCLUSIVE                                                                                                                      35 SHOREHAVEN DRIVE,
USE IS GRANTED UNDER THE                                                                                                                     NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
                                                                                                                                             LOT 250 ON RP 842160                         V                  Post:
                                                                                                                                                                                                             ABN:
                                                                                                                                                                                                                       PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                       98 867 060 985
                                                                                                                                                                                                                                                                  DRAWN
                                                                                                                                                                                                                                                                             S.T.
                                                                                                                                                                                                                                                                                    CHECKED
                                                                                                                                                                                                                                                                                                F.M.
                                                                                                                                                                                                                                                                                                       APPROVED          DATE
                                                                                                                                                                                                                                                                                                                            15/09/2020
                                                                                                                                                                                                                                                                                                                                               SCALE BAR                        DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                    1:10
                                                                                                                                                                                                                                                                                                                                                                                                           DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                            A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS                                                                                                                    Client:                                                         Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION                 1   CONSTRUCTION ISSUE                        C1          F.M.                                    GLENN WATTSON                                                   Email:    [email protected]            DESIGNED          CHECKED                              RPEQ / Cert.          PROJECT NUMBER                   DRAWING NUMBER             REVISION
ISSUE".                                                                                                                                                                                                      Internet: www.longviewconsulting.com.au
                                           No. DESCRIPTION                               REV.        APP.                                                                                                                                                                    F.M.               F.M.                              19951                         20.001-006                         S04                C1