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Structural Plans

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Plans and drawings

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           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
                                                                                                                                                                                               Hidden line indicates
                                                                                                                                                                                               location of ST1. Typical.

            NOTE:                                                                                                                                                                  TR1
                                                                                                                                                                                                                                            315 outer diameter tube.
            All Steel to be protected




                                                                                                                                                                 600
                                                                                                                                                                               BR1                                                          Filled with concrete, N50/20.
                                                                                                                                                                                                                                            Provide 6/N12 bars
            as per AS/NZS 2312.1
                                                                                                                                                                                   C1                                                       and R10 helix with 150mm pitch.

                                                                                                                                                                                   DJ1
            NOTE:
            All dissimilar metals to be                                                                                                                                        BR1




                                                                                                                                                                       SJ1




                                                                                                                                                                                               SJ1
            isolated to prevent corrosion
                                                                                                                                                                                   C1                                                                                                                           Approx Broadwater Bottom


                                                                                                     Cantilevered framing must not
                                                                                                     be fixed to revetment wall.
                                                                                                     Aluminum plate to end of
                                                                                                     framing as specified by builder.                                          BR1
                                                                                                                                        (Typical)




                                                                                                                                                                                                     600
                                                                                                                                                                                    C1
                                                                                                                                 SJ1                             SJ1               TR1


                                                                                                                                                          C1                             C1
                                                                                                                                        DJ1
                                                                                            BR1




                                                                                                                          BR1




                                                                                                                                                    BR1




                                                                                                                                                                             BR1
                                                                                      TR1



                                                                                                   C1




                                                                                                                                 C1




                                                                                                                                                                                                                                                                       TBC by specilist contractor
                                                                                                                                                                                               TR1
                                                                                                                                 SJ1                             SJ1
                                                                                            600                                                                                          750


                                                                                                                                                                                                                                                                                                                                                                                             65mm
                                                                                                              (Typical)                                    (Typical)                                                                                                                                                                    315 outer diameter tube.
                                                                                                                                                                                                                                                                                                                                                                                             cover
                                                                                                                                                                                                                                                                                                                                        Filled with concrete, N50/20.
                                                                                                                                                                                                                                                                                                                                        Provide 6/N12 bars
                                                                                                                                                                                                                                                                                                                                        and R10 helix with 150mm pitch.



                                                                                                                                                                                                                                                                                                                                                                          315mm Ø




                                                                                                                                                                                                                                                                                                                  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



           Issue    Made By      Date          Description                                                     PROPOSED PONTOON                                                                                                                                                                                             Scale : 1:100 UNO                                       NOTES:
           A        JLM          21/09/22      Issue for construction
                                                                                                               at No.48 MASTHEAD QUAY, NOOSAVILLE
REVISION




           B        JLM          07/10/22      General amendment                                                                                                                                                                                                                                                            Job No.: 22-0626                                        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 : L. FRASER BEng (Civil) (Hons) GradIEAust                            Drawn By : JLM        Date : 21/09/22                                                                                                                                                prior to commencement of work.
                                                                                                               Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                                          Date : 21/09/22   Ph: (07) 5444 5578   Email: [email protected]                         BEARER & JOISTS LAYOUT
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