22-0097 Structural Issue B(2)(2) · MCU22/0085

           FLOOR FRAMING SCHEDULE:

           MARK      SIZE                                         DESCRIPTION
           BR1       152x76x6.0 Rectangular Hollow Section        Bearer (continuous span)
                     (Alloy & Temper - 6061/T6)
           BR2       152x76x6.0 Rectangular Hollow Section        Bearer (continuous span)
                     (Alloy & Temper - 6061/T6)
           BR3       152x76x6.0 Rectangular Hollow Section        Bearer (cont. span)
                     (Alloy & Temper - 6061/T6)

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

           SJ1       200x50x3.0 Rectangular Hollow Section        Structural Joist (continuos span)
                     (Alloy & Temper - 6060/T5 or 6106/T6)
           SJ2       200x50x3.0 Rectangular Hollow Section        Structural Joist (continuos span)
                     (Alloy & Temper - 6060/T5 or 6106/T6)


           TR1       2/200x50x3.0 Rectangular Hollow Section      Trimmer
                     (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.
                                                                                                                                                                                                                                                                              315 outer diameter tube.
                                                                                                                                                                                                                                                                              Filled with concrete, N50/20.
           NOTE:                                                                                                                                                                                                                                                              Provide 6/N12 bars
           All fixings, connectors, plates and angles                                                                                                                                                                                                                         and R10 helix with 150mm pitch.
           to be Stainless Steel grade 316.


                                                                                          Property Boundary
           NOTE:
           All Steel to be protected
                                                                                                                                                                                                                                                                                                                                                      Approx Broadwater Bottom
           as per AS/NZS 2312.1


           NOTE:                                                                                                                       Cantilevered decking must not
           All dissimilar metals to be                                                                                                 be fixed to revetment wall.
                                                                                                                                       Aluminum plate to end of jetty                                                  Hidden line indicates
           isolated to prevent corrosion                                                                                               as specified by builder.                                                        location of ST1. Typical.

                                                                                                                                                                           (Typical)
                                                                                                                                                                 SJ1           DJ1
                                                                                                                                  BR1 C1




                                                                                                                                                             C1




                                                                                                                                                                                                 BR2 C1




                                                                                                                                                                                                                C1




                                                                                                                                                                                                                                                                                                         TBC by specilist contractor
                                                                                                                                                                    BR1




                                                                                                                                                                                                                                 (Typical)
                                                                                                                                                                             SJ2



                                                                                                                                                                                                                 BR3
                                                                                                                                                                                                 C1

                                                                                                                                                                                                                                                                                                                                                                                                                                     65mm
                                                                                                                                                                                                                                                                                                                                                               315 outer diameter tube.
                                                                                                                                                                                                                                                                                                                                                                                                                                     cover
                                                                                                                                                                                                                                                                                                                                                               Filled with concrete, N50/20.
                                                                                                                                                                                                                                                                                                                                                               Provide 6/N12 bars
                                                                                                                                                                                           TR1




                                                                                                                                                                                                          DJ1



                                                                                                                                                                                                                                                                                                                                                               and R10 helix with 150mm pitch.
                                                                                                                                                                          Similar to 'C'
                                                                                                                                                                                                                 C1




                                                                                                                                                                                                                                                                                                                                                                                                            315mm Ø
                                                                                                              Property Boundary




                                                                                                                                                                                     (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



           Issue   Made By      Date          Description                                             PROPOSED PONTOON                                                                                                                                                                                                                           Scale : 1:100 / 1:10                                                 NOTES:
           A       JVB          09/03/22      Issue for construction
                                                                                                      at No.65 THE PENINSULA, NOOSAVILLE
REVISION




           B       LF           14/03/22      BR1, BR2 & BR3 specification amended                                                                                                                                                                                                                                                               Job No.: 22-0097                                                     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 : JVB       Date : 09/03/22                                                                                                                                                                          prior to commencement of work.
                                                                                                      Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                                                           Date : 09/03/22     Ph: (07) 5444 5578   Email: [email protected]                                    BEARER & JOISTS LAYOUT