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20.001-004 Construction Issue C2_SARA Revisions · MCU21/0037

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     KICK BOARD                                   1-M16 BOLT S.S.                        KICK BOARD             MERBAU                                     MERBAU                                                                     MERBAU                                                         MERBAU                                          EXISTING JOIST
     BY BUILDER                                   J1 TO P1                               BY BUILDER             TIMBER                                     TIMBER                                                                     TIMBER                                                         TIMBER                                          N.S.O.P.
                                                  TYPICAL.                                                      DECKING                                    DECKING                                                                    DECKING                                                        DECKING
          MIN.
          100




                                                                                                                 J1                                J1(A)                  J1(B)                                           J1                         J1                                                J1
                  J1                                                                                                                                                                                                            80
            25                                              B1                                                                                                                                                                 MIN.
                                                                                                     1-M16 BOLT S.S.                                                                                                                            1-M16 BOLT S.S.                                      1-M16 BOLT S.S.
                                                                                                                                                    B1
          RECESS                                                                                                                                                      NOTCH J1 ENDS
                                                                                                     J1 TO B1                                                                                                                                   J1 TO B1                                             J1 TO B1
                                                                                                                                                                                                                                                                                                                                EB




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




                                                                                                                                                              P1
                                                  TYPICAL.




        JOIST & BEAM TO PILE                                                           JOIST TO BEAM                                       EXTERNAL JOIST LAP                                                     INTERNAL JOIST LAP                                                                 JOIST & EXISTING BEAM (EB)
        TYPICAL DETAIL                                                                 TYPICAL DETAIL                                      TYPICAL DETAIL                                                         TYPICAL DETAIL                                                                     TYPICAL DETAIL
        1:10                                                                           1:10                                                1:10                                                                    1:10                                                                              1:10




                                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                                                                                -
                                                                                                                                                                                                                                                                     EXTEND J1 PAST J2
                                                                                                                                                                                               MERBAU                                                                SUFFICIENT FOR EA                                                                                                KICK BOARD
                                                                                                                                                                                               TIMBER                                                                BRACKET CONNECTION                                                                        80                     BY BUILDER
                                                                                                                                                                                               DECKING                                                                                                                                                        MIN.
                                                                                                                                    1-M16 BOLT S.S.                                                                                                                                             J1
                                                                                                                                                                                                                                                                             J1




                                                                                                                                                                                                                                                                                                                                                              J2
                                                                                                              J1                    J1 TO B1
                                                                                                                                    TYPICAL.

                                                                         NOTCH OUT MIN. 25mm                                                                                              J1                                 J1                                                                                     J2                                                                   J1
                                                                         DEEP SEAT AT BEARER
                                                                         & JOIST CONNECTIONS.




                                                                                                                                                                                                                                                                                                                                                                                J2
                                                                         TYP.                                                                                                                                                                                      B1                                                                                    B1
                                                                                                                                                                                                                                                                                                            150 x 150 x 10 EA BRACKET S.S.




                                                                                                                                                                                                                          B1




                                                                                                                                                                                                                                                                                                B1




                                                                                                                                                                                                                                                                                                                                                                                B1
                                                                                                                                                                                                                                                                                                            2-M16 BOLTS S.S. TO J1/P1
                                                                                                                                                                                                                                                                                                            2-M12 BOLTS S.S. TO J2
                                                                                                                                                                                                                                                                                                            PER J1 TO TJ CONNECTION
                                                                    J1                                                                                                                                                                               B1 TO P1 CONNECTION
                                                                                                                                                                                                                                                                                                            TYPICAL.
                                                                                                                                                                                                                                                     REFER TO TYPICAL DETAIL




                                                                                                                                                                                                                                                                                           P1




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




                                                                                                                                                                     P1
                                          J1




                                                                                                                                                                                                             P1
                                                                            B1                                                                                                                                                                                        B1 / B1 / J1 / J2 INTERSECTION                                                            A     SECTION

                                                                                                                                                                                     PB                                                                               TYPICAL DETAIL (INTERNAL VIEW)                                                            -     1:10
          1-M16 BOLT S.S.                                                                                                                                                                                                                                             1:10
          J1 TO P1
          TYPICAL.
                                                       P1




                                                                                                                                                                              PILE BRACE TO PILE
                                                                                                                                                                              TYPICAL DETAIL
                                                PILE TO BEAM TO JOIST - TYPICAL VIEW                                                                                          1:10
                                                1:10




© 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: 1284
                                                                                                                                    Address:
                                                                                                                                                                                               Long View                                          PROPOSED EXTENSION TO EXISTING JETTY
                                                                                                                                                                                                                                                  15 NOOSA RIVER DRIVE, NOOSA NORTH SHORE
                                                                                                                                                                                                                                                                                                                                      JETTY FRAMING DETAILS
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                              L                Consulting Engineers Pty. Ltd.
                              REVISIONS




NAMED HEREIN. EXCLUSIVE                                                                                                             15 NOOSA RIVER DRIVE,
USE IS GRANTED UNDER THE                                                                                                            NOOSA NORTH SHORE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL                2   CONSTRUCTION ISSUE                 C2          F.M.                                  LOT 8 ON RP47488                          V                Post:
                                                                                                                                                                                               ABN:
                                                                                                                                                                                                         PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                         98 867 060 985
                                                                                                                                                                                                                                                 DRAWN
                                                                                                                                                                                                                                                            S.T.
                                                                                                                                                                                                                                                                   CHECKED
                                                                                                                                                                                                                                                                             F.M.
                                                                                                                                                                                                                                                                                    APPROVED                     DATE
                                                                                                                                                                                                                                                                                                                    20/10/2020
                                                                                                                                                                                                                                                                                                                                     SCALE BAR                               DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                               1:10
                                                                                                                                                                                                                                                                                                                                                                                                      DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                       A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS                                                                                                           Client: JULIAN & CHELSEY DRAKE                             Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION                 1   CONSTRUCTION ISSUE                 C1          F.M.                                                                                             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                       20.001-004                              S04                C2

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