20.001-018 44 The Peninsula Construction Issue_C1

                                                                                                                                                                                                                                                                                                                                                                                                                 DO NOT FIX JETTY TO
                                                                                                                                                                                                                                                                                                                                                                                                                 REVETMENT WALL.


       KICK BOARD                                  1-M16 BOLT S.S.                         KICK BOARD        DECKING & FIXING                                           DECKING & FIXING                                                                   DECKING & FIXING                                                                        DECKING & FIXING                                              DECKING & FIXING       EXISTING
       BY BUILDER                                  J1 TO P1                                BY BUILDER        BY OTHERS                                                  BY OTHERS                                                                          BY OTHERS                                                                               BY OTHERS                                                     BY OTHERS              REVETMENT
                                                                                                                                                   80
                                                   TYPICAL.                                                                                                                                                                                                                                                                                                                                                                             WALL
                                                                                                                                                  MIN.
            MIN.
            100




                                                                                                                                                  J1                    J1                                                                                 J1                                                                     J1                                                                     J1
                    J1




                                                                                  B1




                                                                                                                                                                                                                                                                                                                                                                                                                              TJ
              25                                         B1                                               1-M16 BOLT S.S.
            RECESS                                                                                                                                                      1-M16 BOLT S.S.                                                                         1-M16 BOLT S.S.                                                        1-M16 BOLT S.S.                            150 x 150 x 10 EA BRACKET S.S.
                                                                                                          B1 TO P1
                                                                                                                                                     B1                 J1 TO B1                                            B1                                  J1 TO P1                                                               J1 TO B1                                   2-M12 BOLTS S.S. TO J1




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




                                                                                                 P1




                                                                                                                                                          P1




                                                                                                                                                                                                                                           P1
                                                   TYPICAL.




                                                                                                                                                                                                               CONTINUOUS EXTERNAL                                                                               CONTINUOUS INTERNAL
          JOIST & BEAM TO PILE                                                         BEAM TO PILE                                         JOIST LAP AT DOUBLE BEAM                                           JOIST TO BEAM                                                                                     JOIST TO BEAM                                                                       JOIST TO TRIMMER JOIST
          TYPICAL DETAIL                                                               TYPICAL DETAIL                                       TYPICAL DETAIL                                                     TYPICAL DETAIL                                                                                    TYPICAL DETAIL                                                                      TYPICAL DETAIL
          1:10                                                                           1:10                                                                                                                   1:10                                                                                             1:10                                                                                1:10




                                                                                                                                   1-M16 BOLT S.S.
                                                                                                        J1                         J1 TO B1
                                                                                                                                                                                                                                                                                   CL                                                         CL
                                                                                                                                   TYPICAL.
                                                                                                                                                                                                                                                                                                            2000 MAX.
                                                                      NOTCH OUT MIN. 25mm                                                                                                                                    6 SEAL PLATE                                                                 POST SPACING
                                                                                                                                                                                                                                                                                                                                                                                                    CL
                                                                      DEEP SEAT AT BEARER                                                                                                                                    CFW TO HAND RAIL
                                                                      & JOIST CONNECTIONS.                                                                                                                                   EACH END                                                                    100x50x3 BOX ON FLAT
                                                                      TYP.

                                                                                                                                                                                                                                                                   150

                                                                 J1

                                                                                                                                1-M16 BOLT S.S.




                                                                                                                                                                                                                                                     900
                                                                                                                                B1 TO P1




                                                                                                                                                                                                                                                                     75x75x5 BOX




                                                                                                                                                                                                                                                                                                                                75x75x5 BOX




                                                                                                                                                                                                                                                                                                                                                                                      75x75x5 BOX
                                                                                                                                TYPICAL.
                                                                                                                P1




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




                                                                                                                                                                                                                                                     175
                                                                                                                                                                                                                                                                                                           J1
                                                                                                                                                                                                                                                                                                                                                                                                              2-M12 S.S. BOLTS




                                                                                                                                                                                                                                                                                                                                                                                  J1
                                                                                                                                                                                                                                                6 BASE PLATE                                   2-M12 S.S. BOLTS                                                                                               WITH OVERSIZED WASHERS
                                                                                                                                                                                                                                                CFW TO BOX                                     WITH OVERSIZED WASHERS                                                                                         TO JOIST
                                                                                                                                                                                                                                                PROVIDE 10Ø                                    TO JOIST
                                                                                                                                                                                                                                                WEEPHOLE
                                                   P1




                                                                                                                                                                                                                                                                                        ALUMINUM HANDRAIL                                                               ALUMINUM HANDRAIL
                                                                                                                                                                                                                                                                                        TYPICAL ELEVATION                                                               TYPICAL SECTION
                                                                                                                                                                                                                                                                                        1:10                                                                            1:10
                                                                                                                                                                                                                                                                                                                                                                                                                     APPROVED PLANS
                                                                                                                                                                                                                                                                                          HANDRAIL TO BE A FULLY
                                                                                                                                                                                                                                                                                                                                                                                                                  MCU 21/0084 & OPW21/0130
                                                                                                                                                                                                                                                                                          WELDED ALUMINUM FRAME.
                                                                                                                                                                                                                                                                                                                                                                                                                      NOOSA COUNCIL
                                                                                                                                                                                                                                                                                          BUTT JOINTS & CFW ALL
                                            PILE TO BEAM TO JOIST - TYPICAL VIEW                                                                                                                                                                                                          ROUND.                                                                                                                       4 AUGUST 2021
                                                                                                                                                                                                                                                                                                                                                                                                                              -
                                            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 BUILDERS
                                                                                                                                        JoB No: 1335
                                                                                                                                        Address:
                                                                                                                                                                                           Long View                                                             PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                 44 THE PENINSULA ,NOOSAVILLE
                                                                                                                                                                                                                                                                                                                                                                       JETTY FRAMING DETAILS - SHEET 1
T/AS LONG VIEW CONSULTING
                                                                                                                                                                              L            Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                             44 THE PENINSULA, NOOSAVILLE.
NAMED HEREIN. EXCLUSIVE                                                                                                                 LOT: 431    RP: 856193                             Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                        Client: BRENT ENTICOTT                V            Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                DRAWN
                                                                                                                                                                                                                                                                                   S.T.
                                                                                                                                                                                                                                                                                               CHECKED
                                                                                                                                                                                                                                                                                                         F.M.
                                                                                                                                                                                                                                                                                                                APPROVED                             DATE
                                                                                                                                                                                                                                                                                                                                                        16/04/2021
                                                                                                                                                                                                                                                                                                                                                                      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.                  F.M.                                                 19951                                 20.001-018                          S04                C1