Skip to the record
The definitive source for everything Noosa Council.

Original source · versioned page text

Architecturals 08.01.21

of 17

Page text shows just the words. Original shows the document exactly as it was published.

Original PDF page 4, section 1. The text section number identifies this passage in the reader.

                        SITE NOTES                                                                                                                                                                                                                                     15
                                                                                                                                                                                                                                                                         5.4
                                                                                                                                                                                                                                                                            2




                                                                                                                                                                                                                                                                                                                                                                                                   185,125
                1. Written dimensions take precedence over scale.




                                                                                                                                                                                                                                                                                                                                                                                                   to omp
                2. Builder to verify all boundary clearances and site
                   set-out dimensions prior to commencement of
                                                                                                 210
                                                                                                    ,
                                                                                                to o 430
                   construction.
                3. Levels & contours are based on assumed datum.                                                                                                                                                    8                                                                                                      8
                                                                                                                                                                                                                 5.3                                                                                                    5.3
                   Prior to construction the relevant authority should
                   be contacted for possible minimum floor level
                   requirements and flood information.
                                                                                                    mp                                                                                                         15
                                                                                                                                                                                                                                                                                                            Found
                                                                                                                                                                                                                                                                                                                      15                                                                                          15
                                                                                                                                                                                                                                                                                                                                                                                                                    5.4
                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                            Stake
                4. This site plan is based on a disclosure plan.
                   Therefore the floor level is subject to change.
                   Additional site survey must be taken to confirm                                                                                                                                                                                                                       YARD                                  D.P                                                  D.P


                   the required bench level.                                                                                                                                                                                                                                             GULLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                           5
                5. Retaining walls greater than 1m high (cut or fill)                                                                                                                                                                                                                                                          DP                                                   DP
                   are required to be engineer designed & certified                                                                                                                                                                                            5
                   prior to building approval. Retaining walls are                                                                                                                                                                                      D.P
                                                                                                                                                                                                                                                            5.4
                                                                                                                                                                                                                                                          15
                   closer than 1500mm from boundary require a                                                                                                                                                                                       DP                                                                                                                        7
                   building relaxation. (fill side only).                                                                                                                                                                                                                                                                                                                  5.4
                                                                                                                                                                                                                                                                                                                                                                         15
                6. Batters to comply with appropriate soil
                   classification described in table 3.1.1.1 BCA Vol 2.                                                                                                                                                                                                                  7            D.P

                7. Engineer to provide design to address footings if                                                                                                            5.4
                                                                                                                                                                                   2                                                                                                  5.4
                                                                                                                                                                              15                                                                                                    15                      DP
                   built in close proximity to sewer, stormwater or                                                                                                                                                                                                                                                                                                                                                         YARD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  15
                                                                                                                                                                                                                                                                                                                                                                                                                            GULLY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5.3
                   easements.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9
                8. Vehicular cross-over to be constructed as per                                                                                                                                                                                                                                                                                                                                                                         5.4
                                                                                                                                                                                                                                                                                                                                                                                                                                            8
                   local council requirements and/or approval.                                                                                                                                                        DP                                      PROPOSED RESIDENCE                                                                                                                                                       15

                                                                                                                                                                                                                   D.P6
                                                                                                                                                                                                                                                                                                                                                                                                                           Found
                                                                                                                                                                                                                  5.4                                                           NOM.SLAB HT RL = 155.760                                                                                                                   Stake
                        SERVICES                                                                                                                                                                                15
                                                                                                                                                                                                                                                                                BUILDING PAD RL= 155.450                     5.4
                                                                                                                                                                                                                                                                                                                                9                                                               DP
                                                                                                                                                                                                                                                                                                                           15
                1. Services have been plotted from records of
                                                                                                                                                                                                                                                                                                                                                                                                   D.P




                   relevant authorities where available. Prior to any
                   excavation or construction on site, the relevant                                                                                                                                                                                                0
                   authority should be contacted for possible                                                                                                                                                                                                   5.5
                                                                                                                                                                                                                                                              15      0
                                                                                                                                                                                                                                                                   5.5
                                                                                                                                                                                                                                                              DP 15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15
                   location of further underground services.                                                                                                                                                                                                                                                                         DP                   DP                        DP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8
                2. All household sewerage and waste to be




                                                                                                                                                                                                                    D.P
                                                                                                                                                                               N                                          DP
                                                                                                                                                                                                                                                              D.P                                                                    D.P                   D.P                            D.P


                   discharged to sewer system.
                                                                                                                                                                                                                                                                                                                                            DP
                3. Stormwater & roof water to be connected to




                                                                                                                                                                                                                                                                                                                                      D.P
                                                                                                                                 8
                                                                                                                              5.3
                   legal point of discharge in accordance with Pt 3                                                         15
                   BCA Vol 2 and local authorities requirements.                                                                                                                                                                                                                    DRIVEWAY & PATH                                                                             5
                                                                                                                                                                                                                                                                                                                                                                             5.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                 81,78
                                                                                                                                                                                                                                                                                                                                                                           15                                                                                                             4
                   Approval to be obtained form local authority                                                                                                                                                                                                                    (brushed/broom finish                                                                                                                                                                               5.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     15


                                                                                                                                                                                                                                                                                                                                                                                                                                                to om 7
                                                                                                                                                                                                                                                                                                                                                       YARD
                   prior to work commencing.                                                                                                                                                                                                                                           grey concrete)                                                  GULLY

                4. Grade soil away from perimeter of building to                                                                                                                                                                                                                                                   5.4
                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                 15
                   prevent ponding. 1:20 minimum fall. Surface
                   water to be channelled to legal point of                                                                                                                              YARD                             DP                                                                                                                                                                                                                         p



                                                                                                                                                                                                                    D.P
                   discharge. ie. yard gully grate or similar.                                                                                                                           GULLY


                5. Provide 1:20 ground surface fall towards gully pits.                                      155.25                                                                                                                                                                                                                                                                                                             5
                   Final location of pits subject to change to suit                                                                                                                                             9                                                                                                                                                                                                          15
                                                                                                                                                                                                                                                                                                                                                                                                                             5.4
                   site conditions. Contractor to check with site                                                                                                                                            5.3
                                                                                                                                                                                                           15
                   supervisor before commencing work.
                                                                                                                                                                                                 Found
                                                                                                                                                                                                 Stake                                                                                            106.4 m2
                        GENERAL NOTES




                                                                                                                                                                                                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                                                                                            5.4
                                                                                                                                                                                                                                                                                                                                                          15
                1. Scrape away vegetation & cut & fill to provide
                                                                                                                                                                                                                                                                                                                                                                                                                                                              6
                   a level building platform.
                                                                                                                                                                                       to o 000                                                                                                                                                                                                                                                            5.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                         15
                2. Floor slab to be in accordance with engineers                                                                                                                           mp
                   drawings & details.
                                                                                                                                                                                         54,

                                                                                                                        5
                3. Termite protection is a visual barrier system




                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                                        5.5
                   with approved collars at penetrations in




                                                                                                                                                                                                                                                                                                                                                                                                                                                      15
                                                                                                                                                                                                                                                                   8
                   accordance with AS 3600.1 - 2000.                                                                                                            155.11                                                                                          5.3
                                                                                                                                                                                                                                                              15
                4. This site plan is transcription of the original                                            155.07
                   contour survey & the builder is to verify all                                                                                                                                                    155.1
                                                                                                                                                                                                                         7
                   information contained hereon prior to site start.
                5. The driveway & path shown on the plan is the                                                                                                                         Gravel
                                                                                                                                                                                                 Drivewa
                                                                                                                                                                                                           y
                   suggested layout - areas shown on plan.




                                                                                                                                                                                                                                                                                                                                                                                                         155
                                                                                                 155.00




                                                                                                                                                                                                                                                                                                                                                                                                            .45
                                                                                                                                                                155.00




                                                                                                                                                                                                                                                                                                                          2
                    SITE DESCRIPTION/DATA




                                                                                                                                                                                                                                                                                                                       5.4
                                                                                                           154.97




                                                                                                                                                                                                                                                                                                                     15
                    LOT :                4 on SP103522                                                                                                                                                              155.0
                                                                                                                                                                                                                         7                                                          155.23                                Found
                    PARISH :             N/A                                                              155.288
                                                                                                                                                                                                                                                                                                                          Stake
                    COUNTY :             N/A                                                                             AHD RL / m                                                                                                                                                                         155
                                                                                                                    TBM 1 Nail in Dumpy                                                                                                                                                                        .34
                    AUTHORITY :          Noosa Shire Council                                                                                                                                                                                                                                                                                                       Gravel Area
                                                                                                                                                                                                                                                                                                                                                                                                                                                  2




                                                                                                                                                                                                                                                                                                                                                                                                                              155
                                                                                                                                           SITE AND DRAINAGE PLAN




                                                                                                                                                                                                                                                                                                                                                                                                                                 .60
                    AREA =               12.48 ha
                    SITE COVERAGE        N/A
                                                                                                                                           SCALE 1:200                                                                                                                          155
                                                                                                                                                                                                                                                                                   .28
                                                                                                                                                                                                                                                                                                                                            15
                                                                                                                                                                                                                                                                                                                                              5.6
                                                                                                                                                                                                                                                                                                                                                 2

                                                                       NOTES                                                                                                                                                                                   PLAN LEGEND                                                                                                                                                                                         CLIENT:
                                                                                                                                                                                                                                                                                                                                                       PLEASE READ CAREFULLY
                                                                                                                                                                10. Protection against subterranean termites shall be in accordance with AS
                                                                                                                                                                                                                                                                                                                                            THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                   G. LEWIS & S. PAESSEY
                                                                       1. Written dimensions take precedence over scale.                                            3660-Pt 1 2001. Provided treatment: Visual Barrier System to perimeter with                afl = above floor level           ref = refrigerator prov.                     CONTRACT & SPECIFICATIONS AND I UNDERSTAND CHANGES
                                                                       2. Builder to verify all dimensions and levels prior to commencement of construction.        approved collars/barriers at slab penetrations.                                            hd = head at 2100 afl.            mw = microwave prov.                       HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS SUPERCEDE ALL
                                                                       3. All internal dimensions stated are frame size - excluding linings.                    11. HWS unit (constant flow) with 5 star energy efficiency rating to comply                    fw = floor waste                  dw = dishwasher prov.                                 OTHER PREVIOUS PLANS OR SKETCHES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                 Lot 4, 297 Lawnville Road
                                                                       4. This building has been designed in accordance with AS 1684.2 - 2006 (Residential           with "Sustainable Buildings" QDC pt 29, AS/NZs 6400:2005.                                      = smoke detector             pty = pantry
                                                                          timber framed construction).                                                          12. Rainwater tanks, lighting and plumbing fixtures & fittings to comply with QDC              vb = vanity basin                 wm = washing machine prov.                                                                                                                          BLACK MOUNTAIN
                    Stroud Homes Pty Ltd                               5. Supplier may substitute lintels for those of equal strength to span ratio.                PART 29 & 25, 'Sustainable Buildings' QDC pt 29 & 25 AS/Nzs 300.1.2003                     obs = obscure glazing             ghw = gas hot water unit
                    ABN: 49 107 897 736 QBSA Lic No: 1083367           6. All structural sizes to be read in-conjunction with structural engineers drawings &       AS/NZS 6400:2005.                                                                          mb = meter box                    tr = towel rail                                                                                                                    MODEL:                                   JOB
                                                                                                                                                                                                                                                                                                                                      OWNER/S                                                                                                                                No.     20L297LA
                                                                          details.                                                                              13. Lift off hinges to all WC doors to comply with Australian Standards.                       dp = downpipe                     trh = toilet roll holder                                                                                                                       Montego 329 Skillion
                    107 Sugar Road   Telephone:   Email:               7. Articulation joints to complay with 3.3.1.8 BCA Vol 2.                                14. Stair construction to comply with Pt 3.9.1 and balustrades to comply with pt               ohc = overhead cupboard           HC = garden tap
                                                                                                                                                                                                                                                                                                                                        WITNESS                                             DATE
                    Maroochydore     07 5444 2521 Daniel.chapman       8. Mechanical Ventilation to comply with 3.8.5 Bca Vol 2.                                    3.9.2 BCA Vol 2.                                                                                                                                                                                                                                                ISSUE/DATE:                              SHEET
                    QLD              Mobile:      @stroudhomes.                                                                                                                                                                                                                                                                                                                                                                                                               No.
                                                                       9. Smoke alarms to comply with 3.7.2 BCA Vol 2 (wired-in)                                15. DCP & flashings to comply with Pt 3.3.4 BCA Vol 2
                    4558             0402 864 305 com.au                                                                                                                                                                                            C    2016 REPRODUCTION IN PART OR WHOLE IS STRICTLY FORBIDDEN
                                                                                                                                                                                                                                                                                                                                                                                                                                    ISSUE 2 : 8/01/2021                                  4 OF 12
GSPublisherVersion 0.0.100.100
Log in to download the original file

Architecturals 08.01.21.pdf · 2.4 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.