Engineering plans

                    JETTY NOTES
NOTES                                                                                                                                                             FILL SIDE                        NON-FILL SIDE
Design Wind Velocity 49 m/s
Berthing Velocity and Hydraulic Loadings 0.75 m/s
                                                      150 x 10 mm SS angle, 250 mm long                                                                                                                  Steel Column       LINDSAY CONSULTING PTY
                                                                                                                                                                                                                              LINDSAY CONSULTING PTY LTD




Live Load - 2.0kPa to Deck
                                                                                                                                                                                                                 NS
                                                                                                                                                                                                                                               LTD

All work shall be carried out in accordance with               with 4-M12 to bearer, 2-M16
                                                                              to top of pile                                                                                                                                                                                RPEQ 4928
the relevant Australian Standards                                                                                                                                                                                           OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118
                                                                                                                                                               Uncontrolled Fill                                           THIS DRAWING REMAINS THE PROPERTY OF
Timber                                                                                                               20 mm                                                                                                 LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                     grout pad                                                                                               THE SOLE USE OF THE CLIENT. NO PART
All Timberwork shall comply to AS1720 and be




                                                                              1500 mm
                                                                                                                                         Water level                                                                       MAY BE USED IN PART OR WHOLE WITHOUT




                                                                               Under
F14 hardwood durability 1 or CCA treated.                                                                                                                                                                                     PRIOR EXPRESS WRITTEN CONSENT OF




                                                                                                                                                                                                         1500 mm MIN
                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD
Fasteners shall be Grade 304 Stainless Steel.                                                                                                                                                                              CLIENT AND PROJECT DESCRIPTION
Concrete                                                           Pile reinforcement                             Dia 315                                                                                                   NOOSA OWN BUILD.
                                                        6-Y20 for protected locations                                        Bed Level
All Concrete work shall comply with AS3600               6-Y24 for exposed locations                                                                                                                                        PROPOSED ALTERATIONS
Exposure Classification "C"                                                                                                                                                                                                 24 WESLEY COURT
Minimum Concrete Strength - 50 MPa at 80 slump
                                                                                                                                                Natural Surface                                                             NOOSA HEADS
Poured, compacted and cured in accordance
                                                                                                                   uPVC Permanent           (undisturbed ground)
                                                                                                                   casing
with the Australian Standard.
30 mm minimum cover to all reinforcement                                                                                                                                                                                   DRAWING TITLE
                                                                                                                                                                                                                            TYPICAL FOUNDATION




                                                                                                                                                   300
                                                                                                                                                         MIN
with uPVC cover (i.e. piles)




                                                                                                                                                                                                   150
                                                                                                                                                                                                                            DETAILS




                                                                                        3000 MIN
Steel
All Steelwork shall comply with AS4100 and shall be                                                                                                                                DIA 450 mm             150 SQ x 8mm     SCALES
hot dipped galvanised.                                                                                                                                                                 MIN                Base plate
All welds shall be 8 mm Fillet weld

Alumimum                                                                                                                                                       TYPICAL MAIN POST PAD FOOTING DETAIL - PF1
All Alumimum shall be in accordance with AS1664                                                                                                                                     Not to scale
Alumimum shall be grade 6061 T6
All welds shall be 4 mm fillet welds using                                  TYPICAL PILE CONNECTION DETAIL
Alloy 5356 filler.                                                                                 Not to scale                                                                                                            SURVEY DATUM
Provide 2 Layers of alcor between aluminum                                                                                                                                                                                  .
and concrete surfaces.
Provide 2 coats of zinc chromate between                                                                                                                                                                                   ASSOCIATED CONSULTANTS
stainless steel and aluminium surfaces




                                                                                                                                                                                                                          REVISION LIST
                                                                                                                                                                                                                          A ORIGINAL ISSUE                                     28/08/19
                                                                                                                                                                                                                          B REVISED                                            16/2/23
                                                                                                                                                                                                                          C




                                                                                                                                                                                                                         Computer File
                                                                                                                                                                                                                                                           220632FD.DWG
                                                                                                                                                                                                                         DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                            22-0632-F4        4 B