Plans 20.001-009 9 Waterside Ct_C1 Issue · OPW20/0206

                                                                                                                                                                                                                                                                                                                                                              EDGE OF
                                                                                                                                                                                                                                                                                                                                                              DECKING /                       1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                              KICK BOARD                      B1 TO P1 TO B1
     KICK BOARD                                    1-M16 BOLT S.S.                         KICK BOARD        DECKING                          KICK BOARD            HWD. DECKING               KICK BOARD                     HWD. DECKING                                                                 DECKING                                                                            TYPICAL.
     BY BUILDER                                    J1 TO P1                                BY BUILDER        26 x 140 (F14) HWD.              BY BUILDER                                       BY BUILDER                                                                                                  26 x 140 (F14) HWD.
                                                                                                                                                                                                                                                                             80
                                                   TYPICAL.                                                  FIXED TO JOISTS WITH
                                                                                                                                                                                                                                                                            MIN.
                                                                                                                                                                                                                                                                                                           FIXED TO JOISTS WITH        10 FOLDED PLATE                                                       B1
                                                                                                             2 S.S. SCREWS PER JOIST                                                                                                                                                                       2 S.S. SCREWS PER JOIST     BRACKET S.S.
                                                                                                                                                                                                                                                                                                                                       1-M16 BOLT S.S.
                                                                                                                                                                                                                                                                                                                                                                                            P1
          MIN.




                                                                                                                                                                                                                                                                                                                                       EACH LEG
          100




                                                                                                                                                                                                                               J1                                           J1                            J1
                                                                                                                                                                                                                                                                                                                                     INSTALL                                                                 B1
                  J1                                                                                                                                       B2




                                                                                    B2




                                                                                                                                       B2
                                                                                                                                                                                                                                                                                                                                     B2 SECOND
            25                                           B1/2                                               1-M16 BOLT S.S.                                     1-M16 BOLT S.S.
          RECESS                                                                                                                                                                                                         1-M16 BOLT S.S.                                                                   1-M16 BOLT S.S.
                                                                                                            B2 TO P1                                            B2 TO P1 TO B2
                                                                                                                                                                                                                         J1 TO B2                                            B1                            J1 TO B1                                                                                  INSTALL DOUBLE




                                                                                                                                                                                                                                                                                                B1
                                                                                                            TYPICAL.                                            TYPICAL.                                                                                                                                                                                                           80
                                                                                                                                                                                                                         TYPICAL.                                                                          TYPICAL.                                                                                  BEAMS FIRST




                                                                                                                                                                                                B2



                                                                                                                                                                                                              B2
                                                                                 25                                                25                        25                                                                                                         25                                                                                                        MIN.
                                                                                                                                                                                   80
                                                   1-M16 BOLT S.S.
                                                                               RECESS                                            RECESS                    RECESS                 MIN.                                                                                RECESS                                                                                    B2
                                                   B1/2 TO P1
                               P1




                                                                                                P1




                                                                                                                                                   P1




                                                                                                                                                                                                                                                                                        P1
                                                   TYPICAL.

                                                                                                                                                                                                                                                                                                                                                                        JOIST OVER OMITTED FOR CLARITY

                                                                                                                                                                                                                                                                                                                                                                SKEW BEAM / DOUBLE BEAM
        JOIST & BEAM TO PILE                                                             BEAM TO PILE                                       DOUBLE BEAM TO PILE                              JOIST TO DOUBLE BEAM                                                   JOIST LAP AT DOUBLE BEAM                                                                    INTERSECTION TO PIER
        TYPICAL DETAIL                                                                   TYPICAL DETAIL                                     TYPICAL DETAIL                                   TYPICAL DETAIL                                                         TYPICAL DETAIL                                                                              TYPICAL DETAIL
        1:10                                                                             1:10                                               1:10                                             1:10                                                                    1:10                                                                                        1:10




                                                                                                                                                                                                                                                                                                                                                                  DO NOT FIX JETTY TO
                                                                                                                                                                                                                                                                                                                                                                  REVETMENT WALL.


                                                                                                                                                                                                                         DECKING                                                                     HWD. DECKING                        HWD. DECKING                                       EXISTING
                                                                                                                                                                                                                         26 x 140 (F14) HWD.                                                                                                                                                REVETMENT
                                                                                                                                                                                                                         FIXED TO JOISTS WITH                                                                                                                                               WALL
                                                                                                                                        1-M16 BOLT S.S.                                                                  2 S.S. SCREWS PER JOIST
                                                                                                              J1                        J1 TO B1
                                                                                                                                        TYPICAL.

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




                                                                                                                                                                                                                                                                                                                                                                                TJ
                                                                          TYP.
                                                                                                                                                                                                                                                    1-M16 BOLT S.S.                                              1-M16 BOLT S.S.        150 x 150 x 10 EA BRACKET S.S.
                                                                                                                                                                                                                 B1                                 J1 TO P1                                                     J1 TO B1               2-M12 BOLTS S.S. TO J1

                                                                                                                                                                                                                                                                                                     B1
                                                                                                                                                                                                        25                                          TYPICAL.                                                     TYPICAL.               2-M12 BOLTS S.S. TO TJ
                                                                     J1                                                                                                                                                                                                                                                                 PER J1 TO TJ CONNECTION
                                                                                                                                                                                                      RECESS
                                                                                                                                                                                                                                                                                                                                        TYPICAL.




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




                              J1                                                                                                                                                                     CONTINUOUS EXTERNAL                                                                CONTINUOUS INTERNAL
                                                                            1 /B2                                                                                                                    JOIST TO BEAM                                                                      JOIST TO BEAM                                               JOIST TO TRIMMER JOIST
                                                                          B
                                                                                                                                                                                                     TYPICAL DETAIL                                                                     TYPICAL DETAIL                                              TYPICAL DETAIL
    1-M16 BOLT S.S.
                                                                                                                                                                                                     1:10                                                                               1:10                                                        1:10
    J1 TO P1
    TYPICAL.
                                                    P1




                                            PILE TO BEAM TO JOIST - TYPICAL VIEW
                                            1:10




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                                                                                                                                                                                                                                                                                                                                                            JETTY FRAMING DETAILS - SHEET 1
T/AS LONG VIEW CONSULTING
                                                                                                                                                                                         L                  Consulting Engineers
                               REVISIONS




ENGINEERS AND THE CLIENT AS                                                                                                                  9 WATER SIDE COURT,
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                                                                                                                                                                                                                                                                             DRAWN
                                                                                                                                                                                                                                                                                        S.T.
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                                                                                                                                                                                                                                                                                                          F.M.
                                                                                                                                                                                                                                                                                                                 APPROVED            DATE
                                                                                                                                                                                                                                                                                                                                        28/11/2020
                                                                                                                                                                                                                                                                                                                                                           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.                                    PAUL KOSTROMIN                                                 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                         20.001-009                            S04                C1