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20.001-002 11 Key Ct & 8 Ravenwood_Construction Issue2

Attached to the e-mail Operational Works Application OPW20/0106.

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     KICK BOARD                                  1-M16 BOLT S.S.                   KICK BOARD            MERBAU                      KICK BOARD              MERBAU                MERBAU                                                                MERBAU                                                                      MERBAU                                                          MERBAU
     BY BUILDER                                  J1 TO B1                          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




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




                                                                                                                                                                              B1
                                                                                                                                              J1 TO B1                                                                                                                          J1 TO B1                                                       J1 TO B1




                                                                                                                                      B1
                                                                                                    TYPICAL.                                                                                         1-M16 BOLT S.S.                                                                                                                                                                         2-M12 BOLTS S.S. TO J1




                                                                                                                                                                                                                                                                 B1




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




                                                                                        P1




                                                                                                                                                                                      P1
        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
                                                                                                                                              TYPICAL.

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

                                                                                                                                           1-M16 BOLT S.S.                                                                                       150
                                                                                                                                           B1 TO P1
                                                                                                                                           TYPICAL.
                                                                                                                              P1




                                                 J1
                                                                                        B1




                                                                                                                                                                                                                                   900




                                                                                                                                                                                                                                                   75x75x5 BOX




                                                                                                                                                                                                                                                                                                                  75x75x5 BOX




                                                                                                                                                                                                                                                                                                                                                                         75x75x5 BOX
                       1-M16 BOLT S.S.
                       J1 TO P1
                       TYPICAL.




                                                                                                                                                                                                                                   175
                                                                                                                                                                                                                                                                                     J1
                                                                   P1




                                                                                                                                                                                                                                                                                                                                                                                                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




                                                         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.




© THIS DRAWING IS PROTECTED                                                                         ASSOCIATED CONSULTANTS                                                                                                                        PROJECT                                                                                                    DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
                                                                                                                                    NOOSA JETTY BUILDERS
                                                                                                                                    JoB No: 1288
                                                                                                                                    SHARED JETTY ON BOUNDARY
                                                                                                                                                                                       Long View                                                   PROPOSED NEW JETTY, ON SHARED BOUNDARY JETTY FRAMING DETAILS
                                                                                                                                                                                                                                                   8 RAVENWOOD DRIVE, & 11 KEY COURT, NOOSA HEADS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                         L             Consulting Engineers Pty. Ltd.
                              REVISIONS




NAMED HEREIN. EXCLUSIVE                                                                                                             Address: 8 RAVENWOOD DRIVE,
USE IS GRANTED UNDER THE                                                                                                            & 11 KEY COURT, NOOSA HEADS
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
                                                                                                                                    LOT 160 ON N.218.59 &                V             Post:
                                                                                                                                                                                       ABN:
                                                                                                                                                                                                 PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                 98 867 060 985
                                                                                                                                                                                                                                                  DRAWN
                                                                                                                                                                                                                                                                        S.T.
                                                                                                                                                                                                                                                                               CHECKED
                                                                                                                                                                                                                                                                                         F.M.
                                                                                                                                                                                                                                                                                                APPROVED                                  DATE
                                                                                                                                                                                                                                                                                                                                               11/06/2020
                                                                                                                                                                                                                                                                                                                                                             SCALE BAR                                         DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                                     1:10
                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                             A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS                                                                                                           LOT 169 ON N.218.58                                Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION                1   PREMIMINARY ISSUE                  C1          F.M.                                   Client: MICHAEL & HUGH ENGLISH                     Email:    [email protected]                  DESIGNED                     CHECKED                                                    RPEQ / Cert.       PROJECT NUMBER                                    DRAWING NUMBER               REVISION
ISSUE".                                                                                                                                                                                Internet: www.longviewconsulting.com.au
                                          No. DESCRIPTION                        REV.        APP.                                                                                                                                                                      F.M.              F.M.                                                      19951                                    20.001-002                           S04                   C1
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