20.001-021 20 Masthead Quay_Construction Issue_C1_210614 · MCU21/0127

     KICK BOARD                                    1-M16 BOLT S.S.                         KICK BOARD              TREX COMPOSITE             KICK BOARD                              TREX COMPOSITE                                                                                                                                           TREX COMPOSITE                                                                      TREX COMPOSITE
     BY BUILDER                                    J1 TO P1                                BY BUILDER              DECKING BY OTHERS          BY BUILDER                              DECKING BY OTHERS                                                                                                                                        DECKING BY OTHERS                                                                   DECKING BY OTHERS
                                                   TYPICAL.                                                        FIXED TO MANUF. SPEC.                                              FIXED TO MANUF. SPEC.                                                                                                                                    FIXED TO MANUF. SPEC.                                                               FIXED TO MANUF. SPEC.
          MIN.
          100




                                                                                                                                                                   J1            J1                               J1                                       J1                                            J1                                                J1                                                                J1




                                                                                    B1
                  J1                                                                                                                                                                                                                                             80
                                                           B1




                                                                                                                                                                                                                                                                                                                                                                                                                                                 TJ
            25                                                                                              1-M16 BOLT S.S.                                                                                                                                     MIN.
                                                                                                                                                       1-M16 BOLT S.S.                                                                                                                              1-M16 BOLT S.S.                                         1-M16 BOLT S.S.
                                                                                                            B1 TO P1                                                                                        NOTCH J1 ENDS                                                                                                                                                                                     150 x 150 x 10 EA BRACKET S.S.




                                                                                                                                                                                 B1
          RECESS                                                                                                                                       J1 TO B1                                                                                                                                     J1 TO B1                                                J1 TO B1




                                                                                                                                               B1
                                                                                                                                                                                                                                                                              B1                                                              B1
                                                                                 25                         TYPICAL.                                                        25                              1-M16 BOLT S.S.                                                                                                                                                                                   2-M12 BOLTS S.S. TO J1
                                                                                                                                  80                   TYPICAL.                                                                                                                                     PER J1 CONNECTION                                       TYPICAL.
                                                                                                                                                                                                            PER J1 TO P1                                                                                                                                                                                      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
                                                                            1 /B2
                                                                          B
    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: 1336
                                                                                                                                             Address: 20 MASTHEAD QUAY,
                                                                                                                                                                                           Long View                                                              PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                  20 MASTHEAD QUAY, NOOSAVILLE 4566 QLD
                                                                                                                                                                                                                                                                                                                                                                           JETTY FRAMING DETAILS
T/AS LONG VIEW CONSULTING
                                                                                                                                                                            L              Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                  NOOSAVILLE 4566 QLD
NAMED HEREIN. EXCLUSIVE                                                                                                                      LOT: 624 RP: 883863                           Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                             Client: ALLAN CLARK            V              Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                                 DRAWN
                                                                                                                                                                                                                                                                                       S.T.
                                                                                                                                                                                                                                                                                                   CHECKED
                                                                                                                                                                                                                                                                                                             F.M.
                                                                                                                                                                                                                                                                                                                    APPROVED                             DATE
                                                                                                                                                                                                                                                                                                                                                            14/06/2021
                                                                                                                                                                                                                                                                                                                                                                          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                                  20.001-021                               S04                   C1