20.001-019_20 Mermaid Quay_Construction Issue_C2

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




                                                                                                                                                                        J1                  J1                                  J1                                      J1                                               J1                                             J1                                                          J1
                        J1




                                                                                       B1
                                                                                                                                                                                                                                                                              80
                   25                                         B1                                                  1-M16 BOLT S.S.
                                                                                                                                                            1-M16 BOLT S.S.                                                                                                  MIN.                            1-M16 BOLT S.S.                                             1-M16 BOLT S.S.                                                                TJ




                                                                                                                                                                                            B1
                 RECESS                                                                                           B1 TO P1                                                                                                NOTCH J1 ENDS                                                                                                                                                                              150 x 150 x 10 EA BRACKET S.S.
                                                                                                                                                            J1 TO B1                                                                                                                                         J1 TO B1                                                    J1 TO B1




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




                                                                                                      P1




                                                                                                                                                                                                      P1
                                                         TYPICAL.




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




                                                                                                                                        1-M16 BOLT S.S.
                                                                                                             J1                         J1 TO B1
                                                                                                                                                                                                                                                                                            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
                                                                                                                                                                                                                                                      6 BASE PLATE                                      2-M12 S.S. BOLTS                                                                         J1                          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

                                                                                                                                                                                                                                                                                                   HANDRAIL TO BE A FULLY
                                                                                                                                                                                                                                                                                                   WELDED ALUMINUM FRAME.
                                                                                                                                                                                                                                                                                                   BUTT JOINTS & CFW ALL
                                            PILE TO BEAM TO JOIST - TYPICAL VIEW                                                                                                                                                                                                                   ROUND.
                                            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: 1339
                                                                                                                                               Address:
                                                                                                                                                                                                 Long View                                                              PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                        20 MERMAID QUAY, NOOSAVILLE 4566
                                                                                                                                                                                                                                                                                                                                                                                  JETTY FRAMING DETAILS - SHEET 1
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                 L               Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                    20 MERMAID QUAY,
NAMED HEREIN. EXCLUSIVE                                                                                                                        NOOSAVILLE 4566, QLD                              Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                               LOT: 298 RP: 856170               V               Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                    DRAWN
                                                                                                                                                                                                                                                                                            S.T.
                                                                                                                                                                                                                                                                                                        CHECKED
                                                                                                                                                                                                                                                                                                                  F.M.
                                                                                                                                                                                                                                                                                                                          APPROVED                              DATE
                                                                                                                                                                                                                                                                                                                                                                    11/05/2021
                                                                                                                                                                                                                                                                                                                                                                                 SCALE BAR                                             DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                                             1:10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     A1 ORIGINAL
                                                                                                                                               Client: JOHN HEERING                              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                                  20.001-019                              S04                    C1