23-0066 Structural Issue A(1)

           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



            NOTE:                                                                                                                                                                                                                                        315 outer diameter tube.
                                                                                                                                                                                                                                                         Filled with concrete, N50/20.
            All Steel to be protected                                                                                                                                                                                                                    Provide 6/N12 bars
            as per AS/NZS 2312.1                                                                                                                                 Similar to B             Hidden line indicates
                                                                                                                                                                                                                                                         and R10 helix with 150mm pitch.
                                                                                                                                                                                          location of ST1. Typical.
                                                                                                 1235

            NOTE:                                                                                                                                                SJ1
            All dissimilar metals to be
            isolated to prevent corrosion
                                                                                                          BR1




                                                                                                                                                 BR1




                                                                                                                                                                                   BR1




                                                                                                                                                                                                                  BR1
                                                                                              TR1




                                                                                                                                                                DJ1




                                                                                                                                                                                                                              TR1
                                                                                                                                                                                                                                                                                                                            Approx Broadwater Bottom
                                                                                                                        C1




                                                                                                                                                                                         C1
                                                                                                                                                           C1




                                                                                                                                                                                                                        C1
                                                                                                                                                                 SJ1
                                                                                                    1085                                                                                                                700
                                                                                                                                  Similar to A                                                Similar to C




                                                                                                                        Cantilevered framing must not
                                                                                                                        be fixed to revetment wall.




                                                                                                                                                                                                                                                                                    TBC by specilist contractor
                                                                                                                        Aluminum plate to end of
                                                                                                                        framing as specified by builder.               (Typical)

                                                                                                                                                                 SJ1


                                                                                                                                                                                                                                                                                                                                                                                                         65mm
                                                                                                            BR1




                                                                                                                                                 BR1




                                                                                                                                                                                   BR1




                                                                                                                                                                                                                  BR1
                                                                                                                                                                DJ1
                                                                                                    TR1




                                                          Existing Walkway
                                                                                                                                                                                                                                                                                                                                                    315 outer diameter tube.
                                                                                                                        C1




                                                                                                                                                                                         C1
                                                                                                                                                           C1




                                                                                                                                                                                                                              TR1
                                                                                                                                                                                                                        C1                                                                                                                                                                               cover
                                                                                                                                                                                                                                                                                                                                                    Filled with concrete, N50/20.
                                                                                                                                                                                                                                                                                                                                                    Provide 6/N12 bars
                                                                                                                                                                 SJ1                                                                                                                                                                                and R10 helix with 150mm pitch.
                                                                                                      900                                                                                                               700


                                                                                                                                                                                                                                                                                                                                                                                      315mm Ø
                                                                                                              undary




                                                                                                                                     (Typical)                                            (Typical)
                                                                                                          Property Bo




                                                                                                                                                                                                                                                                                                                              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        JLM          14/04/23      Issue for construction
                                                                                                                         at No.48 MASTHEAD QUAY, NOOSAVILLE
REVISION




                                                                                                                                                                                                                                                                                                                                        Job No.: 23-0066                                        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. KERSWILL BEng (Civil) Hons                                            Drawn By : JLM      Date : 14/04/23                                                                                                                                               prior to commencement of work.
                                                                                                                         Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                                             Date : 14/04/23   Ph: (07) 5444 5578   Email: [email protected]                        BEARER & JOISTS LAYOUT