21.101-013_11 Masthead Quay Jetty_[C1]

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




                                                                                                                                                                                                J1                         J1                                              J1                                 J1                                                       J1                                               J1




                                                                                                  B1
                               J1




                                                                                                                                                                                                                                                                                                                        80
                             25                                     B1                                                          1-M16 BOLT S.S.
                                                                                                                                                                                  1-M16 BOLT S.S.                                                                                                                      MIN.                                     1-M16 BOLT S.S.                                         1-M16 BOLT S.S.
                                                                                                                                B1 TO P1




                                                                                                                                                                                                                            B1
                       RECESS                                                                                                                                                     J1 TO B1                                                                            NOTCH J1 ENDS                                                                             J1 TO B1                                                J1 TO B1
                                                                                                                                TYPICAL.                                                                                                                              1-M16 BOLT S.S.




                                                                                                                                                                             B1
                                                                                                                                                                                  TYPICAL.                                                                                                                                                                      PER J1 CONNECTION                                       TYPICAL.
                                                                                                25                                                                                                                         25




                                                                                                                                                                                                                                                                                                                                     B1




                                                                                                                                                                                                                                                                                                                                                                                                             B1
                                                                                                                                                                                                                                                                      PER J1 TO P1                                                                              TYPICAL.
                                                                                                                                                           80
                                                                                           RECESS                                                                                                                     RECESS                                          TYPICAL.
                                                                                                                                                          MIN.
                                                                                                                                                                                                                                                                      JOIST J1(A) SHALL
                                                              1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                      BEAR ON J1(B)
                                                              B1 TO P1
                                                              TYPICAL.
                                                 P1




                                                                                                                 P1




                                                                                                                                                                                                                                         P1
                   JOIST & BEAM TO PILE                                                                   BEAM TO PILE                                                JOIST TO BEAM                                 EXTERNAL JOIST LAP                                                             INTERNAL JOIST LAP                                                                  INTERNAL JOIST TO BEAM
                   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-M16 BOLT S.S.                                                                                     CL                                                                                       CL
                                                                                                                                                          J1 TO B1                                                                                                                        2000 MAX.
                                                                                                                           J1                             TYPICAL.                                             6 SEAL PLATE                                                         POST SPACING
                                                                                                                                                                                                               CFW TO HAND RAIL                                                                                                                                                                         CL
                                                                                NOTCH OUT MIN. 25mm                                                                                                            EACH END
                                                                                DEEP SEAT AT BEARER                                                                                                                                                                               100x50x3 BOX ON FLAT
                                                                                & JOIST CONNECTIONS.
                                                                                TYP.
                                                                                                                                                                                                                                           150




                                                                          J1




                                                                                                                                                                                                                                900
                                                                                                                                                      1-M16 BOLT S.S.




                                                                                                                                                                                                                                                75x75x5 BOX




                                                                                                                                                                                                                                                                                                                                         75x75x5 BOX




                                                                                                                                                                                                                                                                                                                                                                                          75x75x5 BOX
                                                                                                                                                      B1 TO P1
                                                                                                                                                      TYPICAL.
                                                                                                                                      P1




                                         J1

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




                                                                                                                                                                                                                                175
    TYPICAL.
                                                                                                                                                                                                                                                                                    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 10∅                                   TO JOIST
                                                                                                                                                                                                                            WEEPHOLE
                                                         P1




                                                                                         PILE TO BEAM TO JOIST - TYPICAL VIEW                                                                                                                                      ALUMINUM HANDRAIL                                                                                            ALUMINUM HANDRAIL
                                                                                        1:10                                                                                                                                                                       TYPICAL ELEVATION                                                                                            TYPICAL SECTION
                                                                                                                                                                                                                                                                   1:10                                                                                                         1:10

                                                                                                                                                                                                                                                                     HANDRAIL TO BE A FULLY
                                                                                                                                                                                                                                                                     WELDED ALUMINUM FRAME.
                                                                                                                                                                                                                                                                     BUTT JOINTS & CFW ALL
                                                                                                                                                                                                                                                                     ROUND.




   100mm      0       100          200    300   400
1 :10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONSTRUCTION ISSUE
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