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20.001-003 Construction Issue C5_SARA Revisions

Attached to the e-mail Combined Application MCU21/0021 & OPW21/0036 - 43 Wyuna Dr, Noosaville - Plans - DA Form 1 - Owners Consent - Title Search - Survey Plan.

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     KICK BOARD                                    1-M16 BOLT S.S.                          KICK BOARD                MILLBOARD                                 MILLBOARD                                     KICK BOARD                  MILLBOARD                                MILLBOARD
     BY BUILDER                                    J1 TO B1/B2                              BY BUILDER                DECKING                                   DECKING                                       BY BUILDER                  DECKING                                  DECKING
                                                   TYPICAL.
          MIN.
          100




                                                                                                                                                                                                                                           J1                          J1                                   J1




                                                                                B1
                                                                                    /B
                  J1




                                                                                                                                             B3
                                                                                      2




                                                                                                                                                                                                                                                                     B1
            25                                           B1/B2                                                1-M16 BOLT S.S.




                                                                                                                                                                                                                                                                       /B
                                                                                                                                                                      1-M16 BOLT S.S.                                     1-M16 BOLT S.S.
                                                                                                              B1/B2 TO P1                                                                                                                                                                                NOTCH J1 ENDS




                                                                                                                                                                                                                                                                        2
          RECESS                                                                                                                                                                                                          J1 TO B1/B2
                                                                                                                                                                      B3 TO P1




                                                                                                                                                                                                               B1
                                                                                25                            TYPICAL.                                                                                                                                                25                                 1-M16 BOLT S.S.
                                                                                                                                                                      TYPICAL.                                            TYPICAL.




                                                                                                                                                                                                                 /B
                                                                                                                                                                                              80                                                                                                         PER J1 TO P1
                                                                              RECESS                                                                                                                                                                                RECESS




                                                                                                                                                                                                                    2
                                                                                                                                           25                                                MIN.                                                                                                        TYPICAL.
                                                                                                                                         RECESS                                                                                                                                                          JOIST J1(A) SHALL
                                                                                                                                                                                                                                                                                                         BEAR ON J1(B)
                               P1




                                                                                                  P1




                                                                                                                                                          P1




                                                                                                                                                                                                                                                                                          P1
        JOIST & BEAM TO PILE                                                              BEAM TO PILE                                    BEAM B3 TO PILE                                                JOIST TO BEAM                                          EXTERNAL JOIST LAP
        TYPICAL DETAIL                                                                    TYPICAL DETAIL                                  TYPICAL DETAIL                                                 TYPICAL DETAIL                                         TYPICAL DETAIL
        1:10                                                                              1:10                                             1:10                                                          1:10                                                   1:10




                                                                                                                                                                                                    MILLBOARD                                                                    MILLBOARD
                                                                                                                                                                                                    DECKING                                                                      DECKING




                                                                                                                                                                                        J1                                   J1                                                                J1

                                                                                                                                                                                              80
                                                                                                                                                                                             MIN.                   1-M16 BOLT S.S.                                                            1-M16 BOLT S.S.
                                                                                                                                                                                                                    J1 TO B1/B2                                                                J1 TO B1/B2

                                                                                                                                                                                                       / B2         PER J1 CONNECTION
                                                                                                                                                                                                                                                                                  /B2          TYPICAL.
                                                                                                                                                                                                    B1                                                                          1
                                                                                                                                           1-M16 BOLT S.S.                                                          TYPICAL.
                                                                                                                                                                                                                                                                            B
                                                                                                                 J1                        J1 TO B1
                                                                                                                                           TYPICAL.

                                                                          NOTCH OUT MIN. 25mm
                                                                          DEEP SEAT AT BEARER                                                                                   INTERNAL JOIST LAP                                                              INTERNAL JOIST TO BEAM
                                                                          & JOIST CONNECTIONS.
                                                                          TYP.
                                                                                                                                                                                TYPICAL DETAIL                                                                  TYPICAL DETAIL
                                                                                                                                                                                 1:10                                                                           1:10



                                                                     J1

                                                                                                                                        1-M16 BOLT S.S.                                EDGE OF
                                                                                                                                        B1 TO P1                                       DECKING /
                                                                                                                                        TYPICAL.                                       KICK BOARD                                   1-M16 BOLT S.S.
                                                                                                                          P1




                                                                                                                                                                                                                                    B2 TO P1
                                                                                                                                                                                                                                    TYPICAL.
                              J1
                                                                            1 /B2
                                                                          B




                                                                                                                                                                                                                            P1
    1-M16 BOLT S.S.                                                                                                                                                                                                                                     INSTALL
    J1 TO P1                                                                                                                                                                                                                                            B1 SECOND
    TYPICAL.                                                                                                                                                                                                                         B1

                                                                                                                                                                                               B2                            IF M16 BOLT INSTILLATION
                                                                                                                                                                                                                             B1 TO P1 IS UNACHIEVABLE
                                                                                                                                                                                             INSTALL                         PROVIDE 1-M16 COACH SCREW S.S.
                                                                                                                                                                                                                             B1 TO P1, 150 EMBEDMENT
                                                    P1




                                                                                                                                                                                             B2 FIRST
                                                                                                                                                                                                                             TYPICAL.




                                                                                                                                                                                                JOIST OVER OMITTED FOR CLARITY

                                                                                                                                                                                SKEW BEAM INTERSECTION TO PIER
                                            PILE TO BEAM TO JOIST - TYPICAL VIEW                                                                                                TYPICAL DETAIL
                                            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: 1291
                                                                                                                                                  Address:
                                                                                                                                                                                                                    Long View                                           PROPOSED NEW JETTY
                                                                                                                                                                                                                                                                        43 WYUNA DRIVE, NOOSAVILLE QLD
                                                                                                                                                                                                                                                                                                                                               JETTY FRAMING DETAILS - SHEET 1
Pty. Ltd. AND THE CLIENT AS
                                                                                                                                                                                              L                     Consulting Engineers Pty. Ltd.
                               REVISIONS




NAMED HEREIN. EXCLUSIVE                                                                                                                           43 WYUNA DRIVE, NOOSAVILLE.
USE IS GRANTED UNDER THE                                                                                                                          LOT 21 ON N1057.6
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL                2   CONSTRUCTION ISSUE                          C2          F.M.                                       Client: IAN MARTIN                          V                     Post:
                                                                                                                                                                                                                    ABN:
                                                                                                                                                                                                                              PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                              98 867 060 985
                                                                                                                                                                                                                                                                       DRAWN
                                                                                                                                                                                                                                                                                        S.T.
                                                                                                                                                                                                                                                                                               CHECKED
                                                                                                                                                                                                                                                                                                         F.M.
                                                                                                                                                                                                                                                                                                                 APPROVED    DATE
                                                                                                                                                                                                                                                                                                                                06/10/2020
                                                                                                                                                                                                                                                                                                                                              SCALE BAR                     DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                              1:10
                                                                                                                                                                                                                                                                                                                                                                                                     DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                      A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS                                                                                                                                                                                           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                    20.001-003                    S04                C2
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