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Skale plans

Attached to the e-mail Application and Design plans.

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Plans and drawings

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Details
LOT: 9
Plan : 99140
Parish : -
County : -
LGA : Noosa Shire Council
Locality : Noosa North Shore
Zone : Detatached Housing
Housing Overlays :
Site Area : 1113m2


Floor Area
                                         Area m2
Carport                                               60.00

Deck (roofed)                                         74.52

Living FF                                           117.20

Living GF                                           233.01

                                    484.73 m²

SITE NOTES
These schedules are to be read in conjunction with
architectural drawings, structural engineer and
hydraulic engineer drawings and any other external                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Waste disposal system to be in accordance with
consultants. Any discrepancy with these schedules or                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ASI report 190241(A)
                                                                     Timber framed decking stairs to have h4 treated
other documentation is to be referred to the designer                timber structure in accordance with structural
for written direction prior to the commencement of                   engineers design and detail. Provide 86 x 19mm
works. All works to be carried out in accordance with                blackbutt decking (Standard & Better Grade) with




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.70
the engineers design and documentation.




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                                                                                                                                                                                                                                                                                                                                                                                           1.05
                                                                     Buildex® Dec-King® stainless steel self drilling




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                                                                                                                                                                                                                                                                                                                                                                                                                                                      bdy to fascia




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All works to be in accordance with the Building Act                  decking screws to structure. Decking shall be installed




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                                                                                                                                                                                                                                                                                                                                                                                                                                 bdy to wall line
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1975, Standard Building Regulation, Building Code of                 in accordance with Timber Queensland Technical Data




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Australia, Queensland Development Code, Local                        Sheet 13. Stairs to be in accordance with NCC 3.9.1.




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government regulations and relevant Australian                       Provide spotted gum 50mm Handrail to have selected
                                                                                                                                                                                                                    1800mm high Colorbond fencing
                                                                                                                                                                                                                                                                                                                                 115°00'
                                                                     316 stainless steel offset brackets, handrail to comply                                                                                                                                                                                                                                                                                                1800mm high Colorbond fencing
Standards. The Builder is to clarify all dimensions on                                                                                                                                                                                                                                                                             54.315
                                                                     with NCC 3.9.1.
site prior to the commencement of any works. The
                                                                                                                                                                                                                                                                                                                                   River Orig.




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author of the drawings takes no responsibility for




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                                                                                                                                                                                                                                                       bdy to fascia




                                                                                                                                                                                                                                                                                                bdy to deck
details as shown if changes are made during or prior to              Existing pontoon unchnaged.




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                                                                                                                                                                                                                                                                                                  1 717
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construction without written notice or approval. Do not




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                                                                                                                                                                                                                                                                                                                                                                                                                                                      900




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.98
scale off plans use figure dimensions only. The
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11 010
maximum height of construction is to comply with the                                                                                                                                                                                                                                                                                                                                                                                                                           bdy to wall line
                                                                                                      RIVER




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local authority planning scheme (excluding relaxations
                                                                                                                                                    1.13 18
                                                                                                                                                                                                                                                                                                              PROPOSED RESIDENCE
as per town planning approval). The author takes no                                                                                                                                                                                                                                                                                                                                                                                             900                                         10 110
                                                                                                                                                       0.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          bdy to fascia




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOOSA RIVER DRIVE
                                                                                                                                                                                                                                                                                                                                                                             1.05
responsibility for cut/fill levels resulting from the                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Concrete driveway to be in accordance structural




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documented levels and contours.                                                                                                                                                                                                                                                                                                                                                                                      9




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          engineers design and detail. Driveway to comply



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The Builder is to clarify all dimensions on site prior to                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 with AS2890.1. Provide new crossover in
                                                                                                                                                         1.14 .53 1.52




                                                                                                                                                                                                                                      1.13
                                                                                                                      Pontoon




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 20.117
                                                                                                                                                                         1200mm high Aluminium fencing


the commencement of any works. The author of the                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          accordance with local authority regulations.
                                                                                                                                                                                                                                                                                                                                                                                                                               ²




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                                                                                                                                                                                                                                                                                                                                                                                                                             3m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               205°00'
drawings takes no responsibility for details as shown if                                                                                                                                                                                                                                                7 - T6500 (29560 litres)                                                                                                                                                                                                                                                                                                          Driveway grades to be in accordance with
                                                                                                                                                                                                                                                                                                                                                                                                                           1
                                                                                                    NOOSA




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     L
                                                                                                                                                                                                                                                                                                                                                                                                                         1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.4I
changes are made during or prior to construction                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AS2890.1. Driveway to be in selected exposed




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                                                                                                                                                             1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             y                            aggregate concrete with tool joints as detailed,
without written notice or approval. Do not scale off                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Pol
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   dia




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              75                                          provide slip resistant clear sealer coat to entire
plans use figure dimensions only.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.1
                                                                                                                                                 0.42




                                                                                                                                                                                                                                                                                                                                       7 - T6500 (29560 litres)                                                                                                                                                                                                                                                                           driveway, applied in accordance with




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IL


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The Builder is to comply with statutory and contractual




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          manufacturers specifications.




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environmental protection requirements, including the                                                                                                                                                                      12 062                                                                                                                                                                                                                      600                                        8 170
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                                                                                                                                                        0.37




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provision of sediment control barriers and controlled                                                                                                                                                                                                                                                                                                                                                                                                                                         bdy to fascia
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Drainage pipe and headwall to engineers design




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.04
                                                                                                                                                                                                                  1200mm high Aluminium fencing                                                         7 - T6500 (29560 litres)
gravel access to the site during construction, with best                                                                                                                                                                                                                                                                                                                                                                                                                                        8 770                                                                                                                                     and detail with connection to existing drainage.
practice methods used.                                                                                                                                                                                                 11 462                               600                                                                                                                                                                                                                            bdy to slab line




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Builder to locate all services before commencement of
                                                                                                                                                                                                         1.13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       p
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Speed Hum




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construction.
                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED CARPORT




                                                                                                                                                                                                                                                                                                                                                             750
House to be setout by a registered surveyor. Surveyor                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                n
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Sig




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                600




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to provide certificate at frame and completion stage for
                                                                                                                                                                                                                                                                       Aluminium fencing




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                                                                                                                                                                                                                                         1.25




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                                                                                                                                                                                                                                                                         1200mm high
                                                                                                                                                 1.14




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                                                                                                                                                            1.36




                                                                                                                                                                                                                                                                                                                                                                                                                                               0.68




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confirmation of building setout and heights.




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                                                                                                                                                                                                                                                                                                                                                                                      1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0.77
                                                                                                                                          0.24




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               in P




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ail
                                                                                                                                                                                                                                                                                              56.327                                                                                                                                                                                                                                                   : N




                                                                                                                                                                                                                                                                                                                                         bdy to wall line


                                                                                                                                                                                                                                                                                                                                                             bdy to fascia




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       bdy to slab line




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                bdy to fascia
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BM : 1.29




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                                                                                                                                                                                                                                                                                              River Orig.                                                                                                                                                                                                                                             RL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.03
                                                                                                                                                                                                                                                                                                                                                                1 360




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    900
                                                                                                                                                                                                                                                                                                                                              2 110




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1 500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                             295°00'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Concrete driveway to be in accordance structural
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          engineers design and detail. Driveway to comply
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          with AS2890.1. Provide new crossover in
                                                                                                                                                                                                                                                                              7                                            Roof 7.84                                                                                                                                                                                                                                                                                                      accordance with local authority regulations.
                                                                                                                                                                                                                                                                           2.2eck                                                                                                                                                                                                                                                                                                                                                         Driveway grades to be in accordance with
                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AS2890.1. Driveway to be in selected exposed
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          aggregate concrete with tool joints as detailed,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          provide slip resistant clear sealer coat to entire
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          driveway, applied in accordance with
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          manufacturers specifications.
                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                                                                           2.4 L
                                                                                                                                                                                                                                                                                            FF


                                                                                                                                                                                                                                                                                           Roof 8.34                                                                                Roof 8.80




                                                   Site plan
                                                             1:200

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  /Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln

                         sbt designs pty ltd t/a
                         Skale Building Design                                                                                  builder                                                                                                  Chris Fletcher
                                                                                                                                                                                                                                         Director / Builder
                                                                                                                                                                                                                                                                                                                     project                 Residence                                            lot no.                                                                        9              H           Revised Construction issue                                                                                    20/8/20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         project number
                         Mobile: 0412 025 657                                                                                                                                                                                            Squire Development Group Pty Ltd
                                                                                                                                                                                                                                                                                                                     for                     Dereke & Melanie Seeto                                plan no.                                                   99140                             G           Revised Construction issue                                                                                    23/7/20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1901
skale
                                                                                                                                                                                                                                         0412 743 408                                                                                                                                                                                                                                           F           Revised Construction issue                                                                                       9/7/20
                         skale.com.au                                                                                                                                                                                                                                                                                                        71 Noosa River Drive                                  drawn                                                                 BT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E           Revised BA issue                                                                                              29/6/20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         drawing number
   building design
                         [email protected]
                         A.C.N. 123 976 296 QBCC: 1143 609                                                                                                                                                                                                                                                           at                      Noosa North Shore                                     scale          (A2)                      1:100, 1:200, 1:1                                  Rev          Details                                                                                                             Date     1.1                 H            © Skale Building Design
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