001A333D.001

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                   O34 Maan High Sra)         Cert 4a                                                   450w X 450 Dp STRIP 1 EE
               Interpolated trom Site Survey         ea               ete     et                        R10 LIGS@300crs       UJ                                                  Pl     PL
                                                                                                        REINF WITH 4-12TM TOP & BT
                                                          ft _btit iy             4                     S0mm COVER
                                                                     tee          oe                    Fic = 40,MPo                           JETTY SECTION 1:50
                                                     [ZZ    Dutt? 02 le 2 ¢ <4                          PROVIDE 2/N16 DOWEL BARS
                      STRIP FTG AS                   SSP I        PP LP                                 TO EACH JSFS* FTG                                                                                                “et
                      DETAILED                               |  |                                       PROVIDE Ni2 DOWEL BARS @
                      OPPOSITE                              |   | 200mm SOG                             900crs TO: UNDERSIDE OF
                                                            ws                                          200mm Tk SLAB
                                                                 F’e   32 MPa                           450mm DEVELOPMENT >             CHEMSET’S SHALL BE:-
                                                                         suns one Dk a Dn en, car A    MASS. CONC UNDER STRIP   aw    ~RAMSET* 501° OR EQUAL
                                                                                                                        ee
      ed                                                                                                                                APPROVED                                 SPEC NOTE!
                                                                                                        FOOTING TO FILL VOIDS IN                                                 ALL HWD TIMBERS TO BE   ’GREY
                                                                                                        ROCKS                                                                    TRON BARK’ U.N.O.
                                                                                                                                                                                                                                   tt
                                                                                                                                                                                 ALL_ FIXINGS TO BE $316 UNO

                                           Pi     Pl                       Pl - 250 Dla DRIVEN TIMBER PILE H6                                                                   JBI -. 2/220x45 Fe7 HW
                          P Com   $T1       JBI.        STi   ~=e Pe       TREATED AS A MINIMUM                                 PT                                              DURABILITY CLASS 1! OR BETTER
                                                                           DRIVEN NOT LESS THAN 3000mm BELOW                                                                    “BEARERS”
                          Pa      ST1                         —eP2         RIVER BED TO ACHIEVE NOT LESS                                                                        ONE POSITIONED ON EITHER SIDE OF
                                        PP Pa      Pl                      THAN 30KN BEARING RESISTANCE                                                                         PILE Pl WITH HWD PACKER IN                   ge.
                                                                                                                                                                                BETWEEN
                                           Jj                              P2 - 200 Dia DRIVEN TIMBER PILE H6                                                              be   BEARER IS BOLT LAMINATED WITH        4
                                             = >.
                                           ar                              TREATED AS A MINIMUM.                                                                                1/Ml2 @250crs STAGGARED AND
                                                                           DRIVEN NOT LESS THAN 2500mm BELOW                                                                    2/Mieé AT EACH END DOR SPLICE
                                                                           RIVER BED TO ACHIEVE NOT LESS                                 JB1 |               JBI
                          Pe            Pop    ag Pe           Po@         THAN 30KN BEARING RESISTANCE                                                    T™      =—€€«        JBe - 2/220x45 Fe7 HWD
                                                                                                                               Pe                                  Pe       Fe  DURABILITY ‘CLASS 1 OR BETTER ON
                                                |                          JJ1 -190x45 F27 HWD DURABILITY    no                                                                 EITHER SIDE OF. 300xS50 F14
                                                                           CLASS 1 OR BETTER ‘JOISTS’ @ 450crs?                                                                 *“CUT-TO-SHAPE-STRINGER’
                                           d al ol                         LAP 600mm WHERE SHOWN & BATTERN                                                                      POSITIONED AS SHOWN
                                            ye   1                         SCREW TO MAKE CONTINUOUS                                   ol     |        !?    an                  BEARERS ARE SCREW LAMINATED
          rs                   ie                                          JB3 - 150x50 F17 GOS HWD DURABILITY                                        1"                        WITH TYPE 17 BATTERN SCREWS
                                                                                                                                                                                @2S50crs*STAGGARED ON EACH SIDE
                                                                           CLASS 1 OR BETTER, BEARERS’                                                                          AND 2/SCREWS AT EACH END &
                                                                           PP1l - 275x75 F14 GOS HW                                amy aay ae A ae care —eape_ peep             OVER FIXITY       7”
                               (Lt 2 £1 4 2 f_ 2 ff lf 27 fi               DURABILITY CLASS 1 OR BETTER ‘POLE                     _L DDO        DOD    Ooo                      RR1 -190x45 F27 HWD DURABILITY
                               i 2 2 2 Wl 22 2 2 4 4) AL
                                                                           PLATE*                                                             |       > a  “I               wre CLASS.1. “STRUCTURAL RISERS’
- «      —                                                                                                      7                         wm  | 200mm SOG   a              ny
   ee
                                          | 200mm SOG                      PTR- 100x100 Fi4 GOS HWD POST &                                a                                     RT1 - 230x50 F17 DAR GREY IRON
                                                 32 MPa                    125x50 F14 GOS HWD RAIL. DURABILITY .                               Fe    32 MPa                     BARK HWD, DURABILITY CLASS 1
                                                                           CLASS 1 OR BETTER                                                                                    “STEP: tREADS*
                                       FIXED JETTY                                                                              REGATTA STEPS                                   6mm CHAMPHER TOP EDGES
            KZ             SCHWABE                                                                                                                TY & REGATTA |                      I 3/3/09          SCEOT- 67
                                                                                                                                                                                     CATE
                                                                  STRAND GARDENS P/L              RESIDENCE            TITS     FIXED JETTY
                           CONSULTING ENGINEERS                   LOT                                                                                    AIR IR LAYOUT
             SS] 22                                               No:30 NOOSA PARADE                                                          DRAWNEY   an . Jws-                                             IH OF 38
                                CALOUNDRA - SUNSHINECOAST                                                                                   ‘| Mare Newm
                                 M: 0419 090 664 = E: [email protected]
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