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Attachment 1 - Architectural Plans · 51987.3004.01

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                                                                                                        DRAWING LIST                                                                  CONSULTANT LIST                        GENERAL LEGEND
                                                                                                                                                                                      BUILDER
                                                                                                          Sheet Number   Sheet Name                        Current Revision                                                  CODE   ITEM
                                                                                                                                                                                      RIVER TO REEF BUILDING SERVICES
                                                                                                                                                                                      Josh De Wit                                                                          LI      Lintel
                                                                                                                                                                                                                             AC     Air-conditioning
                                                                                                             A000        COVER SHEET                       1                          P:                                                                                   LVR     Louvre Windows
                                                                                                                                                                                                                             AV     Timber Air Vent
                                                                                                             A001        SITE PLAN                         1                          M: 25 Neptune Crt, Noosaville Q 4566                                                 MX      Mixer
                                                                                                                                                                                                                             AWN    Awning
                                                                                                                                                                                      E: [email protected]                                                             MR      Mirror
                                                                                                             A100        PROPOSED FLOOR PLAN               1                                                                 BAL#   Balustrade Number
                                                                                                                                                                                                                             BBQ    BBQ                                    MSB     Meter Box
                                                                                                             A500        CONSTRUCTION DETAILS              1                          STRUCTURAL & GEOTECH ENGINEER
                                                                                                                                                                                                                             BH     Bulkhead                               NGL     Natural Ground Line
                                                                                                             A800        FITTINGS & FINISHES               1                          SCG Consulting Engineers                                                             ORS     Open Riser stair
                                                                                                                                                                                                                             CF     Ceiling Fan
                                                                                                             A900        CONCEPT PERSPECTIVES              1                          P: 07 5455 5604                                                                      OV      Oven
                                                                                                                                                                                                                             CL     Clothesline
                                                                                                             A901        CONCEPT PERSPECTIVES              1                          M: Po Box 1661, Noosa Heads Q 4567                                                   PAV     Paving
                                                                                                                                                                                                                             CH     Ceiling
                                                                                                             A902        CONCEPT PERSPECTIVES              1                          E: [email protected]                                                             PB      Plasterboard Lining
                                                                                                                                                                                                                             COL    Column
                                                                                                                                                                                                                             CONC   Concrete                               PBWA    Wet Area Plasterboard Lining
                                                                                                                                                                                      SITE SURVEYOR                                                                        PF      Paint Finish
                                                                                                                                                                                                                             CP     Cappings
                                                                                                                                                                                      NOOSA COOLOOLA LAND SURVEYS                                                          PU      Purlin
                                                                                                                                                                                                                             CPT#   Carpet Finish
                                                                                                                                                                                      P: 0412 603 286                                                                      RBW#    Rendered Blockwork
                                                                                                                                                                                                                             CSD    Cavity Sliding Door
                                                                                                                                                                                      M: Po Box 1684, Noosa Heads Q 4567                                                   RF      Refrigerator
                                                                                                                                                                                                                             D##    Door Number - Refer Door Schedule
                                                                                                                                                                                      E: [email protected]                                                          RH      Roll Holder
                                                                                                                                                                                                                             DL     Downlight
                                                                                                                                                                                                                             DP     Downpipe                               RL      Relative Level
                                                                                                                                                                                                                             DR     Clothes dryer                          RR      Roof Rafter
                                                                                                                                                                                                                             DW     Dishwasher                             RS#     Roof Sheeting
                                                                                                                                                                                                                             EF     Exhaust Fan                            RW      Retaining Wall
                                                                                                                                                                                                                             EX     Existing                               RW-SL   Retaining Wall - Conc. planks
                                                                                                                                                                                                                             Eq.    Equal                                  RWH     Rain Water Head
                                                                                                                                                                                                                             F#     Floor Finish Number                    S       Sink
                                                                                                                                                                                                                             FC     Compressed Fibre Cement Sheet          SD      Smoke Detector
                                                                                                                                                                                                                             FFL    Finished Floor Level                   SE      Seat
                                                                                                                                                                                                                             FG     Fixed Glass                            SH      Shower Head
                                                                                                                                                                                                                             FL     Flashing                               SHF     Shelf
                                                                                                                                                                                                                             FP     Fire Place                             SHR     Shower
                                                                                                                                                                                                                             FSC    Fascia                                 SC      Shower Screen
                                                                                                                                                                                                                             FW     Floor Waste                            SOP     Setout Point
                                                                                                                                                                                                                             GD     Grated Drain                           ST      Stove
                                                                                                                                                                                                                             GU     Gutter                                 T#      Tile Number
                                                                                                                                                                                                                             GUG    Gutter Guard                           TJ      Timber Joist
                                                                                                                                                                                                                             HB     Handbasin                              TB      Timber Battens
                                                                                                                                                                                                                             HC     Hose Cock                              TDK     Timber Decking
                                                                                                                                                                                                                             HR     Handrail                               TN      Tiled Niche
                                                                                                                                                                                                                             HTR    Heated Towel Rail                      TOW     Top of Wall Level
                                                                                                                                                                                                                             HWU    Hot Water                              TRF     Turf
                                                                                                                                                                                                                             IB     Internal Blinds                        TV      Television
                                                                                                                                                                                                                             INS    Insulation                             VP      Vent Pipe
                                                                                                                                                                                                                             INT    Intercom                               W##     Window Number
                                                                                                                                                                                                                             J##    Joinery Number                         W       Washing Machine
                                                                                                                                                                                                                             KB     Key Box                                WC      Toilet
                                                                                                                                                                                                                             LB     Letterbox                              WF#     Wall Finish Type
                                                                                                                                                                                                                             LD     Linear Drain                           WPM     Water Proof Membrane
                                                                                                                                                                                                                             LF     Light Fitting                          WF      Wine Fridge
                                                                                                                                                                                                                                                                           WM      Water Meter
                                                                                                                                                                                                                                                                           WP      Wastepipe




               CONCEPT DESIGN
                                                                                                                                                                                                                                                                                   FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                      FOR APPROVAL
  Architect:
                                                                                                                                      Revision Notes:                                                                                                   Project Address:       Project No.                     Date:
                                                                                                                                                                                                                                                        6 Park Rd                                              28.07.2022
                                                                                                                                       Rev:   Date:            Notes:
                                                                                                                                                                                                                                                        Noosa Heads QLD
                                                                                                                                                                                                                                                                               KLA533
                                                                                                                                       A      09.02.2022       PRELIM CONCEPT DESIGN
                                                                                                                                       B      14.02.2022       CONCEPT DESIGN                                                                           4567                                                   Scale @ A3:
                                                                                                                                       C      08.06.2022       DETAIL DESIGN                                                        Client:             Drawing Title:         Drawing No:                         1 : 50
                                                                                                                                       1      28.07.2022       FOR CONSTRUCTION / FOR APPROVAL                                      MR. J.B PRESCOTT    COVER SHEET            A000                            Rev No :
                             BOAQ; Reg. #5314
                                                                                                                                                                                                                                                                                                                     1
© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT
Full text of the other 9 sections

Section 2

                                                                                                                                                                                                                                   Architect:
                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                  1 : 200
                                                                                                                                                                                                                                                                                                                                                                                                                                                 30°41'30"
                                                                                                                                                                                                                                                                                                                                                                                                                                                      14.844




                                                                                                                           BOAQ; Reg. #5314
                                                                                                                                                                                                                                                                                  1. SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Top of Rendered
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Wall




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Wall




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10 .42




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              To10.87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Wa p T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ll  im




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Top Timber Ret




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Top Timber Ret
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      be
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        r
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R1e0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               t .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                To
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  UP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Po p
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.94




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 st of
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11 .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            di
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             12Timber Ret
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12.86                                                           8.240




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               a
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Top                                                                               Top of Timber Ret 12.72                                                                                 12 .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Wall                                                                                                                                                                                                 8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               12 .74      TREE                                                                                                                                      TR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  12 .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TREE                               TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.2                                                                                                      TREE                            0. EE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TREE                                                                    2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        To
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.15                               0.15


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            p
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1                                                                                                       0.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    12                                                                                                                                                                        0.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .7                                                                                                  4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              7                                                                                                      .2



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        al T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              im
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                be
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   r
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0.1 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           14.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TREE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        15 .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Top
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W all Rock




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Roof
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EMT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               16 .1                                           To
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7                                          p
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W al Tim
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         16.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7                                     Top Roc                              l    b er
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    k                          16 .4      16 R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .0et
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Wall                                    6         6


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16 .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16 .8                                                                   3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Top Rock
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     17 .21

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17.05




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          17.09




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Wall

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             17.52                                                                                                                                                                                          17 .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Top
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          17.57
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Wall Rock                                           .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TR 1 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EE 08




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Beam
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Above

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       18 .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        19                            19 .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .4                                 9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          19.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     19 .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Seat
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               21.730
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        120°25'00"


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TR 1 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EE 06
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           56




                                                                                                                                                                                                                                                                                                 BU




© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        23




                                                                                                                                                                                                                                                                                                    P9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          08




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      22 .6




                                                                                                                                                                                                                                                                                                       9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            95




                                                                                                                                                                                                                                                                                                  CP 25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       22.31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     22 .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1                                        Top Timber Ret                                      1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     22.61




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   22                                                    Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1                    .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   22.6


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BBQ

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      23 .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8
                                                                                                                                                                                                                                                                                                                                                                                                                          Floor




                                                                                                                                                  1
                                                                                                                                                  B
                                                                                                                                                  C
                                                                                                                                                  A
                                                                                                                                                                                                                                                                                                                                                                                                                          Level
                                                                                                                                                                                                                                                                                                                          50.716




                                                                                                                                                                                                                                                                                                                                                                                                                            RL25.85                                                                                                                                                                                                                                                                      Top Timber Ret                                                                                                  23 .9




                                                                                                                                                  Rev:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                    

Section 3

300°23'00"




                                                                                                                                                                                                                                                                                                                                                                                  24 .8
                                                                                                                                                                                                                                                                                                                                                                                              9                                                                                                                                                                                                                                                                                                          Wall                                                                                            25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2 5.0
                                                                                                                                                                                                                                                                                                                                                                                 25                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                           25
                                                                                                                                                                                                                                                                                                                                                 .0 2


                                                                                                                                                                                                                                                                                                                                                                                      25
                                                                                                                                                                                                                                                                                                                                                 25 .4                                   .5
                                                                                                                                                                                                                                                                                                                                                         6                                    2
                                                                                                                                                                                                                                                                                                            TT




                                                                                                                                                  Date:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .2




                                                                                                                                                                                                                Revision Notes:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                           0.4
                                                                                                                                                                                                                                                                                                               1                                                                                                                                                   Top of Timber Ret                                                                                                                                                                                                                                                          25 .74
                                                                                                                                                                                                                                                                                                                   31
                                                                                                                                                                                                                                                                                                                      0                      25 .8
                                                                                                                                                                                                                                                                                                                                                     2                                                                                                             Wall                                                                                                                                                                                                                                                                       25 .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           7
                                                                                                                                                                                                                                                                                                                                                                                                                                                            Shade Sail                                                                                                                                                                                                                  TR E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TREE                                                                                                                                                                                                                                                                26 .2
                                                                                                                                                                                                                                                                                                                                                                                                                         TREE                                                                                                                                                                                                                                                          0.3 E                                                                                                                     1




                                                                                                                                                  28.07.2022
                                                                                                                                                  08.06.2022
                                                                                                                                                  14.02.2022
                                                                                                                                                  09.02.2022
                                                                                                                                                                                                                                                                                                                                                                                                                                                            Post                                                                                                                                                                                                                          12
                                                                                                                                                                                                                                                                                                                                                                                                                         0.41 512                                                                                                   0.251006                                                                                                      Sail                                       07
                                                                                                                                                                                                                                                                                                                                                                                                  26.46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Sh ade
                                                                                                                                                                                                                                                                                                                                        GI




                                                                                                                                                                                                                                                                                                                                                                                                                                                          26.3 2                                                                                                                26 .3                                               Po st                     26 .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.4




                                                                                                                                                                                                                                                                                                                                        Fen




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Top of Timber Ret3                                                                                                                                                                         26 .2
                                                                                                                                                                                                                                                                                                                                                                                                                          TREE                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                            ce
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BW 1 4




                                                                                                                                                                                                                                                                                                                                           Mes




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Wall                                                                                                                                                                                                         26 .7
                                                                                                                                                                                                                                                                                                                                                                                                                          0.21207                                                                                                                                                                                                                                         27 .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2                                                                    1
                                                                                                                                                                                                                                                                                                                                               h




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  26 .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               27.5
                                                                                                                                                                                                                                                                                                                                                                     27 .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.3 T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       14
                                                                                                                                                                                                                                                                                                                                                   27 .9                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                             7                                                                                                                                                                                                                                                                                                                                                                                                     210°25'00"




                                                                                                                                                  Notes:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.600


                                                                                                                                                                                                                                                                                                                                                                                                          TREE
                                                                                                                                                                                                                                                                                                                                                                                                          0.20808




                                                                                                                                                  DETAIL DESIGN
                                                                                                                                                  CONCEPT DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  29 .7
                                                                                                                                                                                                                                                                                                                                                                                                                            30             BW                                                                                                                                                                                                                                  7
                                                                                                                                                                                                                                                                                                                                                                                          TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                           0.21208                                                                                            30 .1
                                                                                                                                                                                                                                                                                                                                                                                          0.31310                                                                                                                                                         9

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    29 .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5




                                                                                                                                                  PRELIM CONCEPT DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         30

                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.251207
                                                                                                                                                                                                                                                                                                                                                                 31 .2
                                                                                                                                                                                                                                                                                                                                                                         1                                                                                                                                                                                                                                                                                                               BW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W AT                                     0.315
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.25                                           12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                31.89                                                                                                                1212
                                                                                                                                                                                                                                                                                                                                                    Fence
                                                                                                                                                                                                                                                                                                                                                    Paling




                                                                                                                                                  FOR CONSTRUCTION / FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                              32 .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BW
                                                                                                                                                                                                                                                                                                                                                                                                                    32.5                                                                                                                                                                                          0.41210

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                32 .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.31008

                                                                                                                                                                                                                                                                                                                                                                                                               UMB
                                                                                                                                                                                                                                                                                                                                                                                                               0.51008
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  16.626




                                                                                                                                                                                                                                                                                                                                            CHEESE
                                                                                                                                                                                                                                                                                                                                            0.61210
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               120°25'00"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    33 .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.31
                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                                                  34 .4                                      UMB                                                                                                                                                                    0.31008                                                                                                      008
                                                                                                                                                                                                                                                                                                                                                                                                             0.30806                                               34 .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2

                                                                                                                                                                                                                                                                                                                                                                                                                                      35


                                                                                                                                                                                                                                                                                                                                                                              BW                                                                                                                                                                                                                                                                                                                                                                           35
                                                                                                                                                                                                                                                                                                                                                                              1.01612
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 35 .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5


                                                                                                                                                                                                                                                                                                                                                                                                                                                            CORK
                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.31008



                                                                                                                                                                                                                                                                                                                                                                 36 .5
                                                                                                                                                                                                                                                                                                                                                                         6                                                        CORK                                                                                                                        37 .1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3
                                                                                                                                                                                                                                                                                                                                                                                                                                  0.451410
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BW 0 8




                                                                                                                                                                                                                                                                                                                                                     Fence




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                37.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   08




                                                                                                                                                                                                                                                                                                                                                                          37.5
                                                                                                                                                                                                                                                                                                                                                     GI Mesh




                                                                                                                                                                                                                                                                                                                                                                                                    TREE
                                                                                                                                                                                                                                                                                                                                                                                                    0.20707
                                                                                                                                                                                                                                                                                                                                        0.61




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                38 .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                        B W 308




                                                                                                                                                                                                                                                                                                                                                                                                                                             IB
                                                                                                                                                                                                                                                                                                                                                                                                                                             0.72018
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         '00"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RP




                                                                                                                                                                                                                                                                                                                                           39 .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  200°30
                                                                                                                                                                                                                                                                                                                                                   6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    21.746
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  39 .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      62 918




                                                                                                                                                                                                                                                                                                                                   40




                                                                                                                                                                                                                                                                                                                                                                                                                          40 .2
                                                                                                                                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                                                                    .1 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       40 .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                 Client:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         61
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          52




                                                                                                                                              MR. J.B PRESCOTT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            91
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8




                                                                                                                                                                                                                                                                                                                          RP




                                                                                                                                                                                  4567
                                                                                                                                                                                                                                                                                                                            52
                                                                                                                                                                                                                                                                                                                              91




                                                                                                                                                                                  6 Park Rd
                                                                                                                                                                                                                                                                                                                            60 8




                                                                                                                                                                 Drawing Title:
                                                                                                                                                                                                                Project Address:




                                                                                                                                     SITE PLAN
                                                                                                                                                                                  Noosa Heads QLD



                                                                                                                                A001
                                                                                                                                                                                                                Project No.




                                                                                                                                                                 Drawing No:
                                                                                                                                                                                                KLA533
                                                                                                                                                                                                                                                FOR APPROVAL
                                                                                                                                                                                                                                                               FOR CONSTRUCTION

                                                                                                                                                                                                                 Date:




                                                                                                                       1
                                                                                                                                Rev No :
                                                                                                                                                                                  Scale @ A3:
                                                                                                                                                                                                   28.07.2022


                                                                                                                                                                 As indicated

Section 4

                                                                                                                                                                            NEW POST & PLANK
                                                                                                                                                                            RETAINING WALLS WITH TIE




                                                                                                                                                                                                                                                                         25
                                                                                                                                                                            BACKS AS PER ENG. DETAILS
                                                                                                                                                                                                                                                                                                                                       NEW SLAB TO UNDERCROFT AS
                                                                                                                                      RW - SL
                                                                                                                                                                                                                                                                                                                                       PER ENG. DETAILS

                                      up




                                                                                                                                                                                                                                                       BBQ
                                                                                                                                                                                                                                                                                                                                       S/W PIT AS PER ENG. DETAILS

     EX. PILED WALL CONC.




                                                                                                                                                                                                                                                Seat
     CAPPING BEAM - SETOUT TBC                                             EXISTING.
     ON SITE                                    EX. HR
                                                                                                                                                                                                                                                                                                                                       NEW BLOCK RETAINING WALLS AS
                                                                                                                                                                                                                                                                                                                                       PER ENG. DETAILS.




                                                                                                                                                                                                                                                                                   FA
                                                                                                                                                                                                                                                                                      L
                                                                                                                            RW - SL




                                                                                                                                                                                                                                                                                                                              27.5
                                                                                                                                                                                                                                                                                       L
     NEW RW FIXED TO EX. CONC
     CAPPING BEAM- REFER STRUCT
                                                         EX. HR
     ENG. DETAILS               EXT. T1




                                                                                                                                                                                                                                                                                                                   Sail
                                    FFL 8.62             up                                                                                                  EX. FFL - 17.01                               EX. TO REMAIN




                                                                                                                                                                                                                                                                                                             Shade
                                                                                                                                                                                                                                                                                                             Post
                                                                                                                                                                                                                                                                                                                                       EX. RETAINING WALLS TO BE




                                                                                                                                                                                                                                                                                  LL
                                                                                                                                                                                                                                                                                                                                       REPLACED W/ CONC.




                                                                                                                                                                                                                                                                               FA
                                                                                                                                                              2
                                                                                                                                                                                                                                                                                                                                       SLEEPERS / TBC BY BUILDER




                                                                                                               RW - CONC.
                                                                          EXT. T1
                                                                          FFL 9.67           TDK1                                                            A500
                                                                                                                                                                                                                                                                                                                                       + ENGINEER
     NEW CONC. WALL TO REPLACE                                                         EX.                                                  EX. FFL - 11.04
                                                                  BAL 3




                                                                                                                                                                                                                      Beam
     EXISTING - TO STRUCT. ENG DETAILS




                                                                                                                                                                                                                      Above




                                                                                                                                                                                                                                                                                               L
                                                                                                    UP                                                                                                                                                                                                                                 NEW TERRACE SLAB FOR BRACING




                                                                                                                                                                                                                                                                                              L
                                                                                                                                                                                                                                                                                           FA
                                                                                                                                            RW
                                                                                                                                                                                                                                                                                                                                       STRENGTHENED R/WALL




                                                                                                                                                                                           AL L
                                                                                                                                                                      1
                                                                                                                                                                  BAL
                                                                                                                                                 -C
     NEW HR TO MATCH EXISTING -                                                                      To                                            ON




                                                                                                                                                                                         C. W
                                                                                                    Po p                                             C   .
                                                                                                                                                                                                                                                                                                                                       AGAINST BUILDING WALLS.
     BAL 3                                                                                            st of




                                                                                                                                                                                      CON
                                                                                                        s     15
                                                                                                                0d
                                                                                                                                                                                                                                                                                                                                       PROVIDE FALL TO S/W PITS. AS PER
                                                                                                                   ia                                                                                                                                                                                                                  ENG. DETAILS.




                                                                                                                                                                                      -
     NEW CONC. RETAINING




                                                                                                                                                                                   RW
                                                                                                                                 BA
                                                                             BA




     WALLTO STRUCT ENG. DETAILS                                                                                                     L
                                                                                                                                                                      UP
                                                                                L




                                                                                                                                        1
                                                                                3




                                                                                                                                                                          TDK1
                                                                                                                                                              TDK1




                                                                                                                                                                                                                                                                                           FA
     NEW RAKING SLABS WITH




                                                                                                                                                                                                                                                                                              LL
     TIMBER STAIRS BUILT OVER TO




                                                                                                                                                                                                                                                                                                              il
                                                                                                                                                                                 Roof




                                                                                                                                                                                                                                                                                                     Shade Sa
     STRUCT ENG. DETAILS                                                                                                                                                                                                                                                                                                               REMOVE EXISTING DECK AND




                                                                                                                                                                                                                                                                                                     Post
                                                                                                                                                                                                                                                                                                                                       REBUILD OVER NEW SLAB. AS
     NEW BALUSTRADE TO STAIRS                                                                                                                                                     1                                                                                                                                                    PER ENG. DETAILS
                                                                                                                                                                                 A500                                                                                                                                                  NEW BLOCK RETAINING WALLS AS




                                                                                                                                                                                                                                                                                       FA
     EX. STONE WALLS TO REMAIN                                                                                                                                                                                                                                                                                                         PER ENG. DETAILS.




                                                                                                                                                                                                                                                                                          LL
                                                                                                    EX. FFL - 14.19




                                                                                                                                                                                                                                                               RL25.85
                                                                                                                                                                                                                                                                                                                                       S/W PIT AS PER ENG. DETAILS




                                                                                                                                                                                                                                                             Floor
                                                                                                                                                                                                                                                             Level
                                                                                                    EX. FFL - 14.38




                                                                                                                                                                                                                                                                                      LL
                                            NOTE : ALL LANDING




                                                                                                                                                                                                                                                                                   FA
                                            LEVELS + RISER HEIGHTS
                                            TO MATCH EXISTING




                                                                                                                                                                                                                                                                              25
                                                                                                                                                                                                             REPLACE EX. DECK WITH NEW




                                                                                                                                                                                                                                                                                                                                27.5
                    1      PROPOSED FLOOR PLAN                                                                                                                                                                                                                                                                                                   FOR CONSTRUCTION




                                                                                                                                                                                                                                                                                                                                             7
                                                                                                                                                                                                                                                                                                                                         27.9
                                                                                                                                                                                                                                                                                                                          h
                           1 : 100                                                                                                                                                                                                                                                                                    Mes




                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                                                                                                                                                 .02
                                                                                                                                                                                                                                                                                                                   GI




                                                                                                                                                                                                                                                                                                   25.8
                                                                                                                                                                                                                                                                                                                       ce
                                                                                                                                                                                                                                                                                                                   Fen




                                                                                                                                                                                                                                                                               25
                                                                                                                                                                                                             ALUMN. BATTEN SCREEN TO DECK                                                                                                          FOR APPROVAL
  Architect:
                                                                                                                                                                                          Revision Notes:                                                                                           Project Address:                        Project No.          Date:
                                                                                                                                                                                                                                                                                                    6 Park Rd                                                    28.07.2022
                                                                                                                                                                                                Rev:   Date:        Notes:
                                                                                                                                                                                                                                                                                                    Noosa Heads QLD
                                                                                                                                                                                                                                                                                                                                            KLA533
                                                                                                                                                                                                A      09.02.2022   PRELIM CONCEPT DESIGN
                                                                                                                                                                                                B      14.02.2022   CONCEPT DESIGN                                                                  4567                                                         Scale @ A3:
                                                                                                                                                                                                C      08.06.2022   DETAIL DESIGN                                    Client:                        Drawing Title:                          Drawing No:            1 : 100
                                                                                                                                                                                                1      28.07.2022   FOR CONSTRUCTION / FOR APPROVAL                  MR. J.B PRESCOTT               PROPOSED
                             BOAQ; Reg. #5314                                                                                                                                                                                                                                                                                               A100                 Rev No :
                                                                                                                                                                                                                                                                                                    FLOOR PLAN
                                                                                                                                                                                                                                                                                                                                                                     1
© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT

Section 5

                                                                                                                                                                              CONCRETE RETAINING
                                                                                                                                                                              WALL TO REPLACE EXISTING
                                                                                                                                                                                                                         ALUM. SECTION &
                                                                                                                                                                               TIMBER PROFILE TO BE FIXED                WATERPROOFING TO
                                                                                                                                                                                                                         CONC. SECTION - TBC                                      250
                                                                                                                                                       EX.                     OVER CONCRETE CAST STAIRS
                                                                         2                                                                                                     - LEVELS TO MATCH FLUSH                   BY BUILDER
                                                                                                                                                                                                                                                                             Tbc on site
                                                                        A500                                                                                                   WITH EXISTING
                                                                                                                                                                                                                         SOLID TIMBER GRADE 1
                                                                                                                                                                                                                         SPECIES - CLEAR SEAL
                                                                                          RW-CONC                                                                                                                        TO RISER & TREAD


     NEW FINISHES FLUSH




                                                                                                                                                                                                                                                           Tbc on site
     W/ EXISTING. NEW




                                                                                                                                                                                                                                                     172
     CONSTRUCTION TO                                                                                                                                                          CONCRETE STAIRS W/
     MATCH EXISTING                                                                                                                                                           TIMBER PROFILE




                                                                  10
                                                                                                                                                                              OVERLAY - STRUCTURE TO




                                                                   00
     LEVELS




                                                             Mi
                                                                                                                                                                              ENG. DETAILS



                                                              n.
                                    stairs angled
                                                                                              3
     EX. TILED STAIRS                                                                     A500
     RETAINED AND MADE
     GOOD FOR AFTER                                                                                                                                                                                                                     3       NOSING DETAIL
     NEW CONSTRUCTION                      EX.                                                                                                                                                                                                  1 : 10



                                                                          18 [email protected] mm H
     RC PILE CAP AND                                                            tbc on site
     SCREW PIERS TO
     STRUCT. ENG DETAILS                                                                                                                                                                                                                50mm eclipse
                                                                                                                                                                                                        50mm eclipse handrail -
                                           1        STAIRS - CONSTRUCTION DETAIL                                                                                                                        pwd coated Bronze finish
                                                                                                                                                                                                                                        handrail - Bronze pwd.
                                                                                                                50 x 25mm Pwd. Alum                                                                                                     coated finish
                                                    1 : 50                                                      bar / section w/ eclipse
                                                                                                                handrail                                                                                50 x 50mm Pwd. Alum             50mm / 25mm Alum
                                                                                                                                                                                                        section - Bronze finish         bar - Bronze pwd.
                                                                                                                                                                                                                                        coated finish

                                                                                                                                                                                                        50mm Alum bar -
                                                                                                                                                                                                        Bronze pwd. coated
   CONC. RETAINING WALL TO                                                                                                                                                                              finish
   STRUCTURAL ENG. DETAILS                                                                                                                                                                                                              50mm Alum post -
                                                                                                                                                                                                                                        Bronze pwd. coated




                                                                                                                                                                                                                                                                                            890
                                                                                                                                                                                                                                        finish




                                                                                                                                                                                                                                                                                                    850
                                                                                                        BAL 1




   WATERPROOFING
                                                                                                  890




   MEMBRANE & AG PIPE TO                                     TDK1
   STRUCT. ENG DETAILS                                                                                                                                                                                                                  tbc on site - conc
                                                                                                                                                                                                                                        footing to support new
                                                                                                                                                                                                                                        balustrade to existing



                                                                                                                BAL1 bolted to
                                                                                                                continuous angle
                                                                                                                fixed to conc. stairs




                                           2        RW / STAIR - DETAIL                                                                    4   BAL 1 - TYP ELEV.                                                                        5       BAL 3 - TYP.
                                                    1 : 20                                                                                     1 : 20                                                                                           1 : 20                                            FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                    FOR APPROVAL
  Architect:
                                                                                                                                               Revision Notes:                                                                                                           Project Address:    Project No.       Date:
                                                                                                                                                                                                                                                                         6 Park Rd                             28.07.2022
                                                                                                                                                Rev:     Date:        Notes:
                                                                                                                                                                                                                                                                         Noosa Heads QLD
                                                                                                                                                                                                                                                                                             KLA533
                                                                                                                                                A        09.02.2022   PRELIM CONCEPT DESIGN
                                                                                                                                                B        14.02.2022   CONCEPT DESIGN                                                                                     4567                                  Scale @ A3:
                                                                                                                                                C        08.06.2022   DETAIL DESIGN                                                                   Client:            Drawing Title:      Drawing No:        As indicated
                                                                                                                                                1        28.07.2022   FOR CONSTRUCTION / FOR APPROVAL                                                 MR. J.B PRESCOTT   CONSTRUCTION A500
                             BOAQ; Reg. #5314                                                                                                                                                                                                                                                                  Rev No :
                                                                                                                                                                                                                                                                         DETAILS
                                                                                                                                                                                                                                                                                                                   1
© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT

Section 6

                                            LF1 - STAIR WALL LIGHTS                    LF2 - GARDEN ENTRY LIGHTS




                                                                                                                                                                                      EXISTING STAIR TILE




                                            HANDRAIL - BRONZE FINISH                                     HANDRAIL - ECLIPSE PROFILE                                                   NEW TIMBER STAIR TREAD - STAIN / SEAL APPLICATION TBC




                                                                                                                                                                                                                                            FOR CONSTRUCTION
                                                                                                                                                                                                                                               FOR APPROVAL
  Architect:
                                                                                                                               Revision Notes:                                                                       Project Address:   Project No.       Date:
                                                                                                                                                                                                                     6 Park Rd                            28.07.2022
                                                                                                                                Rev:   Date:        Notes:
                                                                                                                                                                                                                     Noosa Heads QLD
                                                                                                                                                                                                                                        KLA533
                                                                                                                                A      09.02.2022   PRELIM CONCEPT DESIGN
                                                                                                                                B      14.02.2022   CONCEPT DESIGN                                                   4567                                 Scale @ A3:
                                                                                                                                C      08.06.2022   DETAIL DESIGN                                 Client:            Drawing Title:     Drawing No:
                                                                                                                                1      28.07.2022   FOR CONSTRUCTION / FOR APPROVAL               MR. J.B PRESCOTT   FITTINGS &
                             BOAQ; Reg. #5314                                                                                                                                                                                           A800              Rev No :
                                                                                                                                                                                                                     FINISHES
                                                                                                                                                                                                                                                              1
© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT

Section 7

                                                                                                                                                                                                                        FOR CONSTRUCTION
                                                                                                                                                                                                                           FOR APPROVAL
  Architect:
                                                                                                                       Revision Notes:                                                           Project Address:   Project No.       Date:
                                                                                                                                                                                                 6 Park Rd                            28.07.2022
                                                                                                                        Rev:   Date:        Notes:
                                                                                                                                                                                                 Noosa Heads QLD
                                                                                                                                                                                                                    KLA533
                                                                                                                        A      09.02.2022   PRELIM CONCEPT DESIGN
                                                                                                                        B      14.02.2022   CONCEPT DESIGN                                       4567                                 Scale @ A3:
                                                                                                                        C      08.06.2022   DETAIL DESIGN                     Client:            Drawing Title:     Drawing No:
                                                                                                                        1      28.07.2022   FOR CONSTRUCTION / FOR APPROVAL   MR. J.B PRESCOTT   CONCEPT
                             BOAQ; Reg. #5314                                                                                                                                                                 A900                    Rev No :
                                                                                                                                                                                                 PERSPECTIVES
                                                                                                                                                                                                                                          1
© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT

Section 8

                                                                                                                                                                                                                        FOR CONSTRUCTION
                                                                                                                                                                                                                           FOR APPROVAL
  Architect:
                                                                                                                       Revision Notes:                                                           Project Address:   Project No.       Date:
                                                                                                                                                                                                 6 Park Rd                            28.07.2022
                                                                                                                        Rev:   Date:        Notes:
                                                                                                                                                                                                 Noosa Heads QLD
                                                                                                                                                                                                                    KLA533
                                                                                                                        A      09.02.2022   PRELIM CONCEPT DESIGN
                                                                                                                        B      14.02.2022   CONCEPT DESIGN                                       4567                                 Scale @ A3:
                                                                                                                        C      08.06.2022   DETAIL DESIGN                     Client:            Drawing Title:     Drawing No:
                                                                                                                        1      28.07.2022   FOR CONSTRUCTION / FOR APPROVAL   MR. J.B PRESCOTT   CONCEPT
                             BOAQ; Reg. #5314                                                                                                                                                                 A901                    Rev No :
                                                                                                                                                                                                 PERSPECTIVES
                                                                                                                                                                                                                                          1
© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT

Section 9

                                                                                                                                                                                                                        FOR CONSTRUCTION
                                                                                                                                                                                                                           FOR APPROVAL
  Architect:
                                                                                                                       Revision Notes:                                                           Project Address:   Project No.       Date:
                                                                                                                                                                                                 6 Park Rd                            28.07.2022
                                                                                                                        Rev:   Date:        Notes:
                                                                                                                                                                                                 Noosa Heads QLD
                                                                                                                                                                                                                    KLA533
                                                                                                                        A      09.02.2022   PRELIM CONCEPT DESIGN
                                                                                                                        B      14.02.2022   CONCEPT DESIGN                                       4567                                 Scale @ A3:
                                                                                                                        C      08.06.2022   DETAIL DESIGN                     Client:            Drawing Title:     Drawing No:
                                                                                                                        1      28.07.2022   FOR CONSTRUCTION / FOR APPROVAL   MR. J.B PRESCOTT   CONCEPT
                             BOAQ; Reg. #5314                                                                                                                                                                 A902                    Rev No :
                                                                                                                                                                                                 PERSPECTIVES
                                                                                                                                                                                                                                          1
© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT

Section 10

                                                                                                                                                                                                                        FOR CONSTRUCTION
                                                                                                                                                                                                                           FOR APPROVAL
  Architect:
                                                                                                                       Revision Notes:                                                           Project Address:   Project No.       Date:
                                                                                                                                                                                                 6 Park Rd                            28.07.2022
                                                                                                                        Rev:   Date:        Notes:
                                                                                                                                                                                                 Noosa Heads QLD
                                                                                                                                                                                                                    KLA533
                                                                                                                        A      09.02.2022   PRELIM CONCEPT DESIGN
                                                                                                                        B      14.02.2022   CONCEPT DESIGN                                       4567                                 Scale @ A3:
                                                                                                                        C      08.06.2022   DETAIL DESIGN                     Client:            Drawing Title:     Drawing No:
                                                                                                                        1      28.07.2022   FOR CONSTRUCTION / FOR APPROVAL   MR. J.B PRESCOTT   CONCEPT
                             BOAQ; Reg. #5314                                                                                                                                                                 A903                    Rev No :
                                                                                                                                                                                                 PERSPECTIVES
                                                                                                                                                                                                                                          1
© COPYRIGHT KINGS LANE ARCHITECTS PTY LTD. REPRODUCTION IN WHOLE OR IN ANY PART IS FORBIDDEN WITHOUT WRITTEN CONSENT

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