24-0159 Structural Issue A

              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
                                                                                                  Property

                                                                                                                                                                                                                                                                                   315 outer diameter tube.
               NOTE:                                                                                                                                                                                                                                                               Filled with concrete, N50/20.
               All Steel to be protected
                                                                                                     bounda


                                                                                                                                                                                                                                                                                   Provide 6/N12 bars
               as per AS/NZS 2312.1                                                                                                                                                                                                                                                and R10 helix with 150mm pitch.
                                                                                                            ry



                                                                                                                                                                            Similar to B             Hidden line indicates
                                                                                                                       1235                                                                          location of ST1. Typical.

               NOTE:
                                                                                                                                                                            SJ1
               All dissimilar metals to be
               isolated to prevent corrosion                                                                                                                                                                                                                                                                                                                  Approx Broadwater Bottom
                                                                                                                     TR1

                                                                                                                             BR1




                                                                                                                                                            BR1




                                                                                                                                                                                              BR1




                                                                                                                                                                                                                             BR1
                                                                                                                                                                           DJ1




                                                                                                                                                                                                                                         TR1
                                                                                                                                   C1




                                                                                                                                                                      C1




                                                                                                                                                                                                    C1




                                                                                                                                                                                                                                   C1
                                                                                                                                                                            SJ1
                                                                                                                        1085                                                                                                       700
                                                                                                                                             Similar to A                                                Similar to C




                                                                                                                                   Cantilevered framing must not




                                                                                                                                                                                                                                                                                                             TBC by specilist contractor
                                                                                                                                   be fixed to revetment wall.
                                                                                                                                   Aluminum plate to end of
                                                                                                                                   framing as specified by builder.               (Typical)
                                                                                                                                                                                                                                               Similar to C
                                                                                                                                                                            SJ1                                                                                                                                                                                                                                                             65mm
                                                                                                                                                                                                                                                                                                                                                                       315 outer diameter tube.
                                                                             Existing Walkway                                                                                                                                                                                                                                                                                                                                               cover
                                                                                                                                                                                                                                                                                                                                                                       Filled with concrete, N50/20.
                                                                                                                             BR1




                                                                                                                                                            BR1




                                                                                                                                                                                              BR1




                                                                                                                                                                                                                             BR1
                                                                                                                                                                           DJ1
                                                                                                                       TR1




                                                                                                                                                                                                                                                                                                                                                                       Provide 6/N12 bars
                                                                                                                                   C1




                                                                                                                                                                      C1




                                                                                                                                                                                                    C1




                                                                                                                                                                                                                                         TR1
                                                                                                                                                                                                                                   C1
                                                                                                                                                                                                                                                                                                                                                                       and R10 helix with 150mm pitch.

                                                                                                                                                                            SJ1
                                                                                                                                                                                                                                   700
                                                                                                                                                                                                                                                                                                                                                                                                                    315mm Ø
                                                                            Existing revetment wall                        900

                                                                                                                                                (Typical)                                             (Typical)




                                                                                                                                                                                                                                                                                                                                                                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 UNO                                                NOTES:
            A        ML            12/03/24      Issue for construction
                                                                                                                 at Lot 279 (#43) THE PENINSULA, NOOSAVILLE
REVISION




                                                                                                                                                                                                                                                                                                                                                     Job No.: 24-0159                                                 1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                      2. Scale is correct at A3.
                                                                                                                 CLIENT: PONTOON WORKS
                                                                                                                                                                                                                                                                                                                                                     Dwg No.: S02                                                     3. Check and verify all dimensions
                                                                                                                 Designed By : J. SAYERS BEng (Civil) Hons                                           Drawn By : ML         Date : 12/03/24                                                                                                                                                                              prior to commencement of work.
                                                                                                                 Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                                            Date : 12/03/24      Ph: (07) 5444 5578   Email: [email protected]                                           BEARER & JOISTS LAYOUT