Negotiated Approved Plans MCU26-0064 & OPW26-0093 · MCU26/0064

     BEARER NOTES:
     1. Where a beam is to be supported by a SHS post, the post is
         to have capping plates welded to each end, min 6mm plates
         and fillet welds, UNO.                                                                                                                                                                                                                                                                                                                                                NOOSA COUNCIL
     2. All steelwork to be hot dipped galvanised if used in exposed
         conditions, otherwise cold galvanised or painted finish is adequate.                                                                                                                                                                                                                                                                                                  APPROVED PLAN
     3. The number beside the fixing method indicates the number of                                                                                                                                                                                                                                                                                                         MCU26/0064 & OPW26/0093
         studs required under the bearer to support, ie (3) specifies the
         bearer with 3 studs under. Refer connection details for tie down.                                                                                                                                                                                                                                                                                                        12 OCT 2026
     JOIST NOTES:
     1. Where there is only a single joist span in a house, every
         second joist shall be fixed at its ends with 1 Trip-L-Grip.
     2. Joist hangers and Trip-L-Grips to be installed in strict
         accordance with the manufacturer's specifications.
     3. Use double joists where specified and under all loadbearing
         walls, UNO.
     4. Blocking at supports is to be provided to all joists in
         accordance with AS 1684-2010 and the relevant manufacturer's
         specifications.
     5. Joists supporting load bearing walls to be tied-down to
         supports with 1/Trip-L-Grip UNO.




                                                                                                                                                                                                                                                                                                                      dary
           FLOOR FRAMING SCHEDULE:




                                                                                                                                                                                                                                                                                                                            un
                                                                                                                                                                                                                                                                                                                 Property Bo
           MARK     SIZE                                                DESCRIPTION
           BR1      200x50x3.0 Rectangular Hollow Section               Bearer (cont. & cantilever)
                    (Alloy & Temper - 6060/T5 or 6061/T6)
           BR2      200x50x3.0 Rectangular Hollow Section               Bearer (single span)                                                                                                                   (Typical)
                    (Alloy & Temper - 6060/T5 or 6061/T6)                                                                                                                                  TR1

           SJ1      200x50x3.0 Rectangular Hollow Section               Structural Joist (cont. mult. spans)
                                                                                                                                                                  (Typical)                                                  (Typical)
                    (Alloy & Temper - 6060/T5 or 6061/T6)                                                                                                                                        BR1




                                                                                                                                                                                         C1
           DJ1      200x50x3.0 Rectangular Hollow Section               Deck Joist (single span + cant.)




                                                                                                                                                                                                    SJ1
                    (Alloy & Temper - 6060/T5 or 6061/T6)               (cont. mult. spans)
                                                                                                                                                                                                                     BR
                                                                                                                                                                                                                       2
           TR1      200x50x3.0 Rectangular Hollow Section               Trimmer




                                                                                                                                                                                   BR2
                    (alloy & temper - 6060/T5 or 61006/T6




                                                                                                                                                                                                          C1
                                                                                                                                                            Similar to Detail C.                                                                                              SJ1
           C1       315Ø Jetted Concrete Piles                          Concrete Pier
                                                                                                                                                            Typical.




                                                                                                                                                                                                                                                                   BR1
                                                                                                                                                                                                                           DJ1




                                                                                                                                                                                                                                                                                                        BR1
                                                                                                                                                                                                                                  BR1
                                                                                                                                                                                                         1
                                                                                                                                                                                                      BR
     NOTES:




                                                                                                                                                                                                                                                                                                                         TR1
                                                                                                                                                                                         C1




                                                                                                                                                                                                                                         C1




                                                                                                                                                                                                                                                                           C1




                                                                                                                                                                                                                                                                                                              C1
     1. All floor joists to be at 450mm crs UNO.

                                                                                                                                                                                                                                                      SJ1
           NOTE:                                                                                                                                                                                                                                                                                                                 Cantilevered framing must not
                                                                                                                                                                                                                                                                                 Hidden line indicates
           All fixings, connectors, plates and angles                                                                                                                         Similar to Detail A                                                                                location of ST1. Typical.                       be fixed to revetment wall.
           to be Stainless Steel grade 316.                                                                                                                                                                                                                                                                                      Aluminum plate to end of
                                                                                                                                                                                                                                                                                                                                 framing as specified by builder.
           NOTE:
           All Steel to be protected
           as per AS/NZS 2312.1


           NOTE:
           All dissimilar metals to be
           isolated to prevent corrosion




           Issue   Made By       Date         Description                                                      PROPOSED NEW JETTY                                                                                                                                                                                                                     Scale : 1:20                      NOTES:
           A       EH            01/09/26     Issue for construction
                                                                                                               at LOT 625 (#18) MASTHEAD QUAY, NOOSAVILLE
REVISION




                                                                                                                                                                                                                                                                                                                                                      Job No.: 26-0512                  1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                        2. Scale is correct at A3.
                                                                                                               BUILDER: PONTOON WORKS
                                                                                                                                                                                                                                                                                                                                                      Dwg No.: S03                      3. Check and verify all dimensions
                                                                                                               Designed By : E. HILLS                                                         Drawn By : EH                Date : 01/09/26                                                                                                                                                prior to commencement of work.
                                                                                                               Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER                                              Date : 01/09/26    Ph: (07) 5444 5578         Email: [email protected]                                        BEARER & JOISTS LAYOUT (Deck)