Plans 20.001-010 49 Shorehaven Dr_Construction Issue C1

            KICK BOARD                                    1-M16 BOLT S.S.                        KICK BOARD             ECOply 5000                   KICK BOARD         ECOply 5000                          ECOply 5000                                                                          ECOply 5000                                                      ECOply 5000
            BY BUILDER                                    J1 TO P1                               BY BUILDER             DECKING                       BY BUILDER         DECKING                              DECKING                                                                              DECKING                                                          DECKING
                                                          TYPICAL.
                 MIN.
                 100




                                                                                                                                                                          J1                       J1                                           J1                                     J1                             J1                                                   J1




                                                                                         B1
                         J1                                                                                                                                                                                                                                                                  80
                    25                                            B1                                               1-M16 BOLT S.S.                                                                                                                                                          MIN.
                                                                                                                                                              1-M16 BOLT S.S.                                                                                                                                    1-M16 BOLT S.S.                                            1-M16 BOLT S.S.
                                                                                                                   B1 TO P1                                                                                                               NOTCH J1 ENDS




                                                                                                                                                                                                    B1
                  RECESS                                                                                                                                      J1 TO B1                                                                                                                                           J1 TO B1                                                   J1 TO B1




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




                                                                                                      P1




                                                                                                                                                                                                                     P1
                                                          TYPICAL.




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




                                                                                                                                                                                                                                                                                                                                                        ECOply 5000
                                                                                                                                                                                                                                                                                                                                                        DECKING
                                                                                                                                         1-M16 BOLT S.S.
                                                                                                              J1                         J1 TO B1
                                                                                                                                         TYPICAL.

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




                                                                                                                                                                                                                                                                                                                                                                                  TJ
                                                                            TYP.
                                                                                                                                                                                                                                                                                                                                       150 x 150 x 10 EA BRACKET S.S.
                                                                                                                                                                                                                                                                                                                                       2-M12 BOLTS S.S. TO J1
                                                                                                                                                                                                                                                                                                                                       2-M12 BOLTS S.S. TO TJ
                                                                    J1                                                                                                                                                                                                                                                                 PER J1 TO TJ CONNECTION
                                                                                                                                                                                                                                                                                                                                       TYPICAL.


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




                              J1
                                                                               /B2                                                                                                                                                                                                                                                       JOIST TO TRIMMER JOIST
                                                                            B1
                                                                                                                                                                                                                                                                                                                                         TYPICAL DETAIL
    1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                             1:10
    J1 TO P1
    TYPICAL.
                                                     P1




                                            PILE TO BEAM TO JOIST - TYPICAL VIEW
                                            1:10




© THIS DRAWING IS PROTECTED                                                                                ASSOCIATED CONSULTANTS                                                                                                                          PROJECT                                                                                  DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
                                                                                                                                                NOOSA JETTY BUILDERS
                                                                                                                                                JoB No: 1306
                                                                                                                                                Address:
                                                                                                                                                                                           Long View                                                        PROPOSED EXTENSION TO EXISTING JETTY
                                                                                                                                                                                                                                                            49 SHOREHAVEN DRIVE, NOOSAVILLE
                                                                                                                                                                                                                                                                                                                                                     JETTY FRAMING DETAILS - SHEET 1
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                       L   Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                     49 SHOREHAVEN DRIVE,
NAMED HEREIN. EXCLUSIVE                                                                                                                         NOOSAVILLE                                 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
                                                                                                                                                LOT: 257 RP: 856183                    V   Post:     PO Box 963 Cooroy QLD 4563
                                                                                                                                                                                                                                                           DRAWN
                                                                                                                                                                                                                                                                      S.T.
                                                                                                                                                                                                                                                                             CHECKED
                                                                                                                                                                                                                                                                                       F.M.
                                                                                                                                                                                                                                                                                               APPROVED                       DATE
                                                                                                                                                                                                                                                                                                                                 28/10/2020
                                                                                                                                                                                                                                                                                                                                                    SCALE BAR                                 DRAWING SCALES
                                                                                                                                                                                                                                                                                                                                                                                                                1:10
                                                                                                                                                                                                                                                                                                                                                                                                                       DRAWING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                        A1 ORIGINAL
                                                                                                                                                Client:                                    ABN:      87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS                  1     CONSTRUCTION ISSUE                     C1         F.M.                                         DIANNA LYNE                                Mobile: 0414 681 676
                                                                                                                                                                                                                                                           DESIGNED          CHECKED                                          RPEQ / Cert.          PROJECT NUMBER                            DRAWING NUMBER           REVISION
DESCRIBED AS "CONSTRUCTION                                                                                                                                                                 Email:    [email protected]
ISSUE".                                    No. DESCRIPTION                              REV.       APP.                                                                                    Internet: www.longviewconsulting.com.au                                    F.M.             F.M.                                            19951                             20.001-010                            S04                C1