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20181085-ASC14 - Engineering Drawings

Attached to the e-mail Operational Works Application OPW20/0114 - Email 4 of 4 -Engineering Certificate - Engineering Drawings - QCAT Appeal - 4 Portside Crt, Noosaville.

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              FLOOR FRAMING SCHEDULE:

              MARK      SIZE                                              DESCRIPTION
              BR1       160x100x6.0 Rectangular Hollow Section            Bearer (single span + 600 max cantilever)
                        (Alloy & Temper - 6351/T5)

              DJ1       200x50x3.0 Rectangular Hollow Section             Deck Joist (2 spans + cantilever)
                        (Alloy & Temper - 6060/T5 or 6106/T6)

              TR1       200x50x3.0 Rectangular Hollow Section             Trimmer
                        (Alloy & Temper - 6060/T5 or 6106/T6)
                                                                                                                                                                                                   TR1
              P1        450Ø Jetty Concrete Piles                         Concrete Pier
                                                                                                                                                                                             BR1
           NOTES:




                                                                                                                                                                                                P1
           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                                                                                                                      (Typical)                       (Typical)
                                                                                                                                                                                             BR1                                                                                                         450 inner diameter tube.
                                                                                                                                                                                                                                                                                                         Filled with concrete, N50/20.
                                                                                                                                                                                                                                                                                                         Provide 6/N12 bars and




                                                                                                                                                                                                P1
             NOTE:
                                                                                                                                                                                                                                                                                                         R10 helix with 150mm pitch.
             All dissimilar metals to be                                                                                                                                                           DJ1

             isolated to prevent corrosion
                                                                                                                                                                                                                Cantilevered decking must not
                                                                                                                                                                                                                be fixed to revetment wall.
                                                                                                                                                                                             BR1                Aluminum plate to end of jetty
                                                                           P1 below                                                                                                                             as specified by builder.




                                                                                                                                                                                                P1
                                                                                                                                                                Boundary                                                                                                                                                                                                                                      Approx Broadwater Bottom


                                        75m                                                                                                              Existing revetment wall
                                                                                                 m
                                           m                                                 75m




                                                                                                                                                                                                                                                                                                                                TBC by specilist contractor
                                                                   BR1                                                                                                                 JETTY LAYOUT


                                           m                                                  75m
                                       75m                                                       m



                                                                                                                                                                                                                                                         Decking as per
                                                                                                                                                                                                                                                         builder's specification




                                                                                                                                                                                                                                                                                                                                                              mm
                                                                                                                                                                                                                                                                                                                                                              100
                                                                                                                                                                                                                                                                                                                                                                           450mm Ø                Pile depth to be confirmed with
                                                                                                                                                                                                                                                 DJ1                                                                                                                                              specilist contractor and install piles
                                                                                                                                                                                                                                                                                                                                                                                                  achieve minimum working loads:
                                                                                                                                                                BR1                                                                                                                                                                                                                               Vertical load capacity - 21kN
                                                                                                                                                                           125x50x6.0mm UA
                                                                                                                                                                                                                                                                                                                                                                P1 - 450Ø PILE REINFORCEMENT      Horizontal load capacity - 4kN
                                                                                                                                                                                                                                                                                                                                                                                                  Confirm depth with engineer
                                                                                                                                                                           4mm CFW to BR1
                                                                                                                                High strength                                                                                                                                                                                                                                                     prior to construction
                                                                                                                                                                           4/M12 SS Grade 316
                                                                                                                                                                                                                                                             Provide 50x3.0 Equal Angle
                                                                   BR1                                                          compensated                                chemset anchors.                                     BR1                          (Alloy & Temper - 6060/T5 or 6106/T6)
                                                                                                                                grout pad                                  200mm min embedment.
                                                                                                                                                                                                                                                             with 1/No.14 x 20mm SS tek screw each way
                                                                                                                                                                                                                                                             Neoprene washers between
                                                                                                                                                                                                                                                             all SS fixings and aluminum.

                                96.9mm                                                             96.9mm
                                                                                                                                                                                                                                                                                                                                                                                               65mm
                                                                                                                                                                                                                                                                                                         450 inner diameter tube.
                                                                   P1




                                                                                                                                                                                                                                                                                                                                                                                               cover
                                                                                                                                                                                                                                                                                                         Filled with concrete, N50/20.
                                                                                                                                                         P1




                                                                                                                                                                                                                                                                                                         Provide 6/N12 bars and
                                                                 256.2mm                             Refer to separate detail                                                                                                                                                                            R10 helix with 150mm pitch.
                                                                                                     for reinforcement                                                                                                                                                                                                                                                                                 NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                       Position Vertical bars to
                                                                                                                                                                                                                                                                                                                                                                                                       avoid clash with BR1 fixing


                                                                450mm Ø                                                                               450mm Ø                                                                                                                                                                                                              450mm Ø




            Issue     Made By      Date          Description                                                   PROPOSED NEW JETTY                                                                                                                                                                                              Scale : 1:100 UNO                                                         NOTES:
            A         BDK          18/06/20      Issue for construction
                                                                                                               at No.1/4 PORTSIDE COURT, NOOSAVILLE
REVISION




                                                                                                                                                                                                                                                                                                                               Job No.: 20-0274                                                          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 : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER               Drawn By : BDK   Date : 18/06/20                                                                                                                                                                                prior to commencement of work.
                                                                                                               Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                               Date : 18/06/20      Ph: (07) 5444 5578    Email: [email protected]                                   JETTY LAYOUT & CONNECTIONS
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