24-0523 Structural Issue A(1)(2)

              FLOOR FRAMING SCHEDULE:

              MARK      SIZE                                              DESCRIPTION
              BR1       152x76x6.0 Rectangular Hollow Section             Bearer (continuous span)
                        (Alloy & Temper - 6061/T6)

              DJ1       200x50x3.0 Rectangular Hollow Section             Deck Joist (single span)
                        (Alloy & Temper - 6060/T5 or 6106/T6)

              SJ1       200x50x3.0 Rectangular Hollow Section             Structural Joist (single span)
                        (Alloy & Temper - 6060/T5 or 6106/T6)

              TR1       200x50x3.0 Rectangular Hollow Section             Trimmer (single span)
                        (Alloy & Temper - 6060/T5 or 6106/T6)


              ST1       80x50x6.0 Rectangular Hollow Section              Strut
                        (Alloy & Temper - 6060/T5 or 6106/T6)

              C1        315Ø Jetted Concrete Piles                        Column

           NOTES:
           1. All floor joists to be at 450mm crs UNO.




             NOTE:
             All fixings, connectors, plates and angles
             to be Stainless Steel grade 316 or aluminium
                                                                                                                                                                                                                                                                                                       315 outer diameter tube.
                                                                                                                                                                                                                                                                                                       Filled with concrete, N50/20.
                                                                                                                                                                                                                                                                                                       Provide 6/N12 bars
                                                                                                                                                                                                                                                                                                       and R10 helix with 150mm pitch.
              NOTE:
              All Steel to be protected
              as per AS/NZS 2312.1


                                                                                                                                                                                                                                                                                                                                                                               Approx Broadwater Bottom
              NOTE:
                                                                                                                                                                                                                                               steps by others
              All dissimilar metals to be
              isolated to prevent corrosion                                                                                                                                                                                       TR1
                                                                                                                                                                                                                      BR1
                                                                                                           Boundary




                                                                                                                                                                                                                             C1
                                                                                                              Property




                                                                                                                                                                                                                            DJ1




                                                                                                                                                                                                                SJ1




                                                                                                                                                                                                                                        SJ1
                                                                                                                                                                                                    (Typical)               BR1




                                                                                                                                                                                                                                                                                                                                 TBC by specilist contractor
                                                                                                                                                                                                                             C1
                                                                                                                                                             Hidden line indicates
                                                                                                                                                             location of ST1. Typical.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                65mm
                                                                                                                                                                                                                                              (Typical)                                                                                                                                   315 outer diameter tube.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                cover
                                                                                                                                                                    SJ1                                                                                                                                                                                                                   Filled with concrete, N50/20.
                                                                                                                                                                                                                                                                                                                                                                                          Provide 6/N12 bars
                                                                                                             BR1




                                                                                                                                                                                                                                                                                                                                                                                          and R10 helix with 150mm pitch.
                                                                                                                                                                                                                        BR
                                                                                                                                                                                                                            1
                                                                                                                                                   BR1




                                                                                                                                                                                         BR1
                                                                                                                                                                   DJ1
                                                                                                                         C1




                                                                                                                                                            C1




                                                                                                                                                                                               C1




                                                                                                                                                                                                                      C1
                                                                                                     TR1




                                                                                                                                                                                                                                                                                                                                                                                                                                        315mm Ø
                                                                                                                                                                    SJ1

                                                                                                                         Cantilevered framing must not
                                                                                                                         be fixed to revetment wall.
                                                                                                                         Aluminum plate to end of
                                                                                                                                                                          (Typical)
                                                                                                                         framing as specified by builder.

                                                                                                                                                                                                                                                                                                                                                                                    Pile depth to be confirmed with
                                                                                                                                                                                                                                                                                                                                                                                    specilist contractor and install piles
                                                                                                                                                                                                                                                                                                                                                                                    achieve minimum working loads:
                                                                                                                                                                                                                                                                                                                                                               315mm Ø              Vertical load capacity - 21kN
                                                                                                                                                                                                                                                                                                                                                                                    Horizontal load capacity - 4kN
                                                                                                                                                                                                                                                                                                                                                                                    Confirm depth with engineer prior to construction
                                                                                                                                                                                                                                                                                                                              C1 - 315Ø PILE REINFORCEMENT


  FOR OVERALL DIMENSIONS OF SLAB AND FOOTINGS, REFER ARCHITECTURAL DRAWING
            Issue    Made By       Date          Description                                                             PROPOSED NEW JETTY                                                                                                                                                                                                                         Scale : 1:100                                                       NOTES:
            A        LL            21/10/24      Issue for construction
                                                                                                                         at LOT 498 (#20) TOPSAILS PLACE, NOOSAVILLE
REVISION




                                                                                                                                                                                                                                                                                                                                                                    Job No.: 24-0523                                                    1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                        2. Scale is correct at A3.
                                                                                                                         BUILDER: PONTOON WORKS
                                                                                                                                                                                                                                                                                                                                                                    Dwg No.: S02                                                        3. Check and verify all dimensions
                                                                                                                         Designed By : L.LITTLE                                                                  Drawn By : LL            Date : 21/10/24                                                                                                                                                                                 prior to commencement of work.
                                                                                                                         Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                                                   Date : 21/10/24        Ph: (07) 5444 5578   Email: [email protected]                                         FLOOR FRAMING LAYOUT