26-0188 Structural Issue A

              FLOOR FRAMING SCHEDULE:

              MARK      SIZE                                              DESCRIPTION
              BR1       152x76x6.0 Rectangular Hollow Section             Bearer (continuous span)
                        (Alloy & Temper - 6061/T6)                                                                                                                                                                                                               dary
                                                                                                                                                                                                                                                           d Boun
                                                                                                                                                                                                                                                 Projecte
              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)                                                                     ary
                                                                                                                       y Bound
                                                                                                                Propert
              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
                                                                                                                                                                                          Cantilevered framing must not
           NOTES:                                                                                                                                                                         be fixed to revetment wall.
           1. All floor joists to be at 450mm crs UNO.                                                                                                                                    Aluminum plate to end of
                                                                                                                                                                                          framing as specified by builder.

                                                                                                                                                                                                                                    SJ1
             NOTE:
             All fixings, connectors, plates and angles




                                                                                                                                                                BR1




                                                                                                                                                                                                                BR1




                                                                                                                                                                                                                                                     BR1




                                                                                                                                                                                                                                                                                  BR1
                                                                                                                                                                                                                                   DJ1
                                                                                                                                                          TR1




                                                                                                                                                                                                                                                                                                TR1
                                                                                                                                                                                     C1                                  C1                                    C1                          C1
             to be Stainless Steel grade 316 or aluminium
                                                                                                                                                                                                                                                                                                                                     315 outer diameter tube.
                                                                                                                                                                                                                                                                                                                                     Filled with concrete, N50/20.
                                                                                                                                                                                                                                    SJ1
                                                                                                                                                                                                                                                                                                                                     Provide 6/N12 bars
                                                                                                                                                                                                                                                                                                                                     and R10 helix with 150mm pitch.
              NOTE:
              All Steel to be protected
              as per AS/NZS 2312.1
                                                                                                                                                                                                                             Hidden line indicates
                                                                                                                                                                                                                             location of ST1. Typical.
                                                                                                                                                                                                                                                                                                                                                                                                            Approx Broadwater Bottom
              NOTE:                                                                                                                                                                                                                                                                             (Typical)
              All dissimilar metals to be                                                                                                                                                                                           SJ1
              isolated to prevent corrosion
                                                                                                                                                                BR1




                                                                                                                                                                                                                BR1




                                                                                                                                                                                                                                                     BR1




                                                                                                                                                                                                                                                                                  BR1
                                                                                                                                                                                                                                   DJ1
                                                                                                                                                          TR1




                                                                                                                                                                                                                                                                                                TR1
                                                                                                                                                                                     C1                                  C1                                    C1                          C1
                                                                                                           Existing Residence
                                                                                                                                                                                                                                                                                                                                                                                                                                 315 outer diameter tube.
                                                                                                                                                                                                                                    SJ1
                                                                                                                                                                                                                                                                                                                                                                                                                                 Filled with concrete, N50/20.
                                                                                                                                                                                                                                                                                                                                                                                                                                 Provide 6/N12 bars
                                                                                                                                                                                                                                                                                                                                                                                                                                 and R10 helix with 150mm pitch.
                                                                                                                                                                                                    (Typical)                            (Typical)




                                                                                                                                                                                                                                                                                                                                                              TBC by specilist contractor
                                                                                                                                                                 Property Boundary
                                                                                                                                         Revetment Wall




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      65mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      cover




                                                                                                                                                                                                                                                                                                                                                                                                                                                             315mm Ø




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


            Issue    Made By       Date          Description                                               PROPOSED NEW JETTY                                                                                                                                                                                                                                                               Scale : 1:100                                                   NOTES:
            A        LML           09/04/26      Issue for construction
                                                                                                           at LOT 683 (#117) SHOREHAVEN DRIVE, NOOSAVILLE
REVISION




                                                                                                                                                                                                                                                                                                                                                                                            Job No.: 26-0188                                                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.M.LITTLE                                                                                                  Drawn By : LML          Date : 09/04/26                                                                                                                                                                                  prior to commencement of work.
                                                                                                           Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                                                                                    Date : 09/04/26   Ph: (07) 5444 5578     Email: [email protected]                                                 FLOOR FRAMING LAYOUT