20.001-007 200922 C1 Issue

                                                                                                                                                                                                                                                                                                                                                   EDGE OF
                                                                                                                                                                                                                                                                                                                                                   DECKING /                       1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                   KICK BOARD                      B1 TO P1 TO B1
     KICK BOARD                                    1-M16 BOLT S.S.                           KICK BOARD              ECOply 5000                 KICK BOARD            ECOply 5000                KICK BOARD                  ECOply 5000                                                         ECOply 5000                                                                      TYPICAL.
     BY BUILDER                                    J1 TO P1                                  BY BUILDER              DECKING                     BY BUILDER            DECKING                    BY BUILDER                  DECKING                                                             DECKING
                                                                                                                                                                                                                                                                    80
                                                   TYPICAL.
                                                                                                                                                                                                                                                                   MIN.                                                     10 FOLDED PLATE                                                       B1
                                                                                                                                                                                                                                                                                                                            BRACKET S.S.
                                                                                                                                                                                                                                                                                                                            1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                                                 P1
          MIN.




                                                                                                                                                                                                                                                                                                                            EACH LEG
          100




                                                                                                                                                                                                                               J1                                 J1                             J1
                                                                                                                                                                                                                                                                                                                          INSTALL                                                                 B1
                                                                                                                                                              B2




                                                                                     B2




                                                                                                                                          B2
               J1




                                                                                                                                                                                                                                                                                                                          B2 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
                                                                                                                                                                                                                          J1 TO B2                                  B1                            J1 TO B1                                                                                INSTALL DOUBLE




                                                                                                                                                                                                                                                                                       B1
                                                                                                              TYPICAL.                                             TYPICAL.                                                                                                                                                                                             80
                                                                                                                                                                                                                          TYPICAL.                                                                TYPICAL.                                                                                BEAMS FIRST




                                                                                                                                                                                                   B2



                                                                                                                                                                                                                B2
                                                                                    25                                               25                         25                                                                                           25                                                                                                        MIN.
                                                                                                                                                                                      80
                                                   1-M16 BOLT S.S.
                                                                                  RECESS                                           RECESS                     RECESS                 MIN.                                                                  RECESS                                                                                    B2
                                                   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.


                                                                                                                                                                                                                          ECOply 5000                                                       ECOply 5000                           ECOply 5000                                    EXISTING
                                                                                                                                                                                                                          DECKING                                                           DECKING                               DECKING                                        REVETMENT
                                                                                                                                                                                                                                                                                                                                                                                 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 LONG
VIEW CONSULTING ENGINEERS
                                                                                                                                               NOOSA JETTY BUILDERS
                                                                                                                                               JoB No: 1303
                                                                                                                                               Address:
                                                                                                                                                                                                               Long View                                               PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                       30 THE PENINSULAR, NOOSAVILLE
                                                                                                                                                                                                                                                                                                                                                 JETTY FRAMING DETAILS - SHEET 1
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                            L                  Consulting Engineers Pty. Ltd.
                               REVISIONS




NAMED HEREIN. EXCLUSIVE                                                                                                                        30 THE PENINSULAR,
USE IS GRANTED UNDER THE                                                                                                                       NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
                                                                                                                                               LOT 438 ON RP 842143                         V                  Post:
                                                                                                                                                                                                               ABN:
                                                                                                                                                                                                                         PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                         98 867 060 985
                                                                                                                                                                                                                                                                    DRAWN
                                                                                                                                                                                                                                                                               S.T.
                                                                                                                                                                                                                                                                                      CHECKED
                                                                                                                                                                                                                                                                                                 F.M.
                                                                                                                                                                                                                                                                                                        APPROVED          DATE
                                                                                                                                                                                                                                                                                                                             22/09/2020
                                                                                                                                                                                                                                                                                                                                                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.                                    TRAVIS FUSAE                                                    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                         20.001-007                            S04                C1