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Att1 - Building Design Plans_Amnd

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

SITE COVERAGE
       Lot Descrip on                   Legend                                                                                                                           Final loca on of walls, gardens, paved   Pool fencing and gates in accordance with local     All slab levels to be verified by contractor   Engineering Notes                                                        Do not scale dimensions. Removable door to WC.
ZONED Lot :              R20       13                                        Exposed     Biodiversity, Waterways,                 Reparian Buffer Area                    areas TBC. on site by builder/client     authori es regula ons + A.S. 1926.1 Loca on         prior to commencement. Discrepancies          Refer to Engineers details for:                                          Check and verify all dimensions prior to commencement.
       Plan :
% ALLOWED                  RP213603
                         50%                 Pool Water       Concrete       Aggregate   Wetlands Overlay                         Overlay                                Sediment control measures to be          TBC. on site by builder/client                      are to be reported to the designer.           Foo ngs, Slab, Tiedown, Bracing, Framing                                 These plans to be read in conjunc on with engineers report
       Area :
SITE AREA                42,110.00m2                                                                                                                                                                                                                                                                                                                                                         All windows to be verified against floor plans and eleva ons by contractor.
       Parish
SITE COV. AREA:          799.52m 2
                          TEWANTIN                                                                                                                                       taken on site during construc on         All stormwater drains to be UVPC sealed system      Nominated hardscaping/landscaping items       Schedule, Floor Construc on, Roof framing and
                                                              Gravel/        Rock        Kore Koala                                                                                                                                                                                                                 Truss details, Wind Category, Pool, Retaining Walls                      Discrepancies are to be reported to the designer prior to commencement.
       County :              MARCH           Garden Beds                                                                                                                 Sewer line loca on to be confirmed        in accordance with A.S. 3500.3 To disperse          such as driveways/paths/gardens/ retaining                                                                             All work to comply with the NCC, these drawings and all other relevant
SITE COV.
       Site=1.9%
            Coverage :                                        Pebbles        Retaining   Habitat Overlay                                                                 on site prior to construc on of pool     170m2 max. roof area (final size & loca on of site   etc. Are design sugges ons only. Refer        Plumbing and drainage                                                    technical literature for this wind category.
                                                                                                                                                                         and/or proposed dwelling                 drains tbc by plumber/builder/client)               builders specifica ons for specific details     To comply with the requirements of the local authority


                                                                                                                                                                        78.8
                                                                                                                                                                    106°
                                                                                                                                                                         08
                                                                                                                                                                              12
                                                                                                                                                                            '  00"
                                                                                                                                                                                                                                                                                                                                                                                                                                                           DATA PLOTTED FROM NOOSA COOLOOLA




                                                                                                                                                                   00
                                                                                                                                                                                                                                                                                                                                                                                                                                                          LAND SURVEYS PTY LTD CONSULTING LAND




                                                                                                                                                               10,0
                                                                                                                                                                                                                                                          53.185                                 (117.185)
                                                                                                                                                                                                                                                                                                                                                                                                                                                         SURVEYORS (FILE REF 23385 DATED 29.01.24)
                                                                                                                                                                                                                                                          91° 53' 00"
                                                                                                                                                                                                                                                                                                    91° 53' 00"
                                                                                                                                                                                                                                                                                                                                    64.000                                                                                                                    DATA TO BE CONFIRMED PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONSTRUCTION BY BUILDER
                                                                                                                                                                                                                                                                                                                                     91° 53' 00"
                                                                                                                                                                                                                                                                                                                                                                                                                                                          LAND SUBJECT TO SLIDE HAZARD OVERLAY,




                                                                                                                                                                                                                                                                              10,000
                                                                                                                                                                                                                                                                                                                                                                                                                                                         MEDIUM POTENTIAL BUSHFIRE INTENSITY &
                                                                                                                                                                                                                                                                                                                                                                                                                                                            POTENTIAL IMPACT BUFFER OVERLAYS,
                                                                                                                                                                                                                                                                                                                                                         EMT E                                                                                              ENVIRONMENT ENHANCE OR PROTECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                          OVERLAY, RIPARIAN BUFFER ZONE OVERLAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                AND CORE KOALA OVERLAY -
                                                                                                                                                                                                                                                                                                                                                                                                                                                         BUILDER/ENGINEER/ CERTIFIER TO CONFIRM
                                                                                                                                                                                                                                                                                                                                                                                                                                                           COMPLIANCE PRIOR TO CONSTRUCTION




                                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 7
                                                                                                                                                                                                                                                                                                                                                                                                                                     RP202437
                                                                                                           236.100
                                                                                                                 0° 22' 10"




                                                                           LOT 2
                                                                                                                                                                                                                                              LOT 13




                                                                                                                                                                                                                                                                                                                                                                                                     190.422
                                                                         RP161250




                                                                                                                                                                                                                                                                                                                                                                                                                      180° 01' 00"
                                                                                                                                                                                                                                             RP213603
                                                                                                                              10,000




                                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 8
                                                                                                                                                                                                                                                                                                                                                                                                                                     RP202437




                                                                                                                                                                                                                                                                                                                                                                   10m MIN SITE SETBACK
                                                                                                                                                                                                                                                                                                  6
                                                                                                                                                                                                                                                                                                14
                                                                                                                                                                                                                                                                                                                                                                                          10,000




                                                                                                                                                                                                                                                                                                               7
                                                                                                                                                                                                                                                                                                             14

                                                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                                                    14
                                                                                                                                                                            145




                                                                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                                        14




                                                                                                                                                                                                                                                                                                                                                                                                       182° 21' 21"
                                                                                                                                                                                                                                                                                                                                                                                                   20.326
                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                    15
                                                                                                                                                     10,000




                                                                                                                                                                                                                                                                                                                                                       1
                2.1Site Plan Exis ng - Overall                                                                                                                                                                                             193.468




                                                                                                                                                                                                                                                                                                                                                     15
                                                                                                                                                                                          146                                                                                                                                                                                                                                        FERRELLS ROAD
                                                                                                                                                                                                         147                 148            270° 06' 10"
                                                                                                                                                                                                                                                             149
                           1:1000                                                                                                                                                                                                                                                                        150
                                                                  Revision                                                     Notes.                                                                                                                                                         Project                                               Client                                                                             Drawing                                Date                         Author


                          reitsma
                                                                                                                               Figured dimensions only are to be taken from this drawing.             All works must comply with NCC, local authority and all                N                EDWARDS RESIDENCE                                     J. + D. Edwards                                                                    Site Plan Exis ng -                    11/06/2024                 TEAM
                                                                                                                               All dimensions, bearings, exis ng services, mandatory council          relevant geographical/wind category requirements. All
                                                                                                                               restraints/requirements and proposed levels are to be checked and
                                                                                                                               verified on site by builder/client prior to commencement of works.
                                                                                                                                                                                                      cut and fill ba ers are indica ve only and must be
                                                                                                                                                                                                      established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                                                              LOT 13 (No. 146) FERRELLS                                                                                                                Overall                                Scale                       Revision
                                                                                                                                                                                                                                                                                                                                                    Builder
               +61 493 062 182          13 Ridgewood Road.
                                                                                                                               Any discrepancies must be communicated to the designer prior to        proposed slab and/or floor levels                                                        ROAD                                                  Craig Bri en                                                                                                             1:1000                            A
                                                                                                                               commencement of works. Please note, builder specifica ons and           These drawings are to be read in conjunc on with other                                                                                                                                                                           Stage
                                                 Caloundra                                                                     signed contracts to take precedence over all Reitsma documenta on.     relevant consultants drawings and reports.                                              COOROY                                                                                                                                                                          Project Number         Sheet Number
               [email protected]               QLD, 4551                                                                                                                                                                                                                                                                                                                                                                             DEVELOPMENT APPROVAL
               www.reitsma.com.au                 Australia
                                                                                                                               © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
                                                                                                                               QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                                                                              QLD      4563                                         Ph: 0421 338 630                                                                   NOT SUITABLE FOR CONSTRUCTION          4661                        4 /94
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Full text of sections 2 to 7 (of 17)

Section 2

SITE COVERAGE
       Lot Descrip on                       Legend                                                                                                                       Final loca on of walls, gardens, paved   Pool fencing and gates in accordance with local     All slab levels to be verified by contractor   Engineering Notes                                        Do not scale dimensions. Removable door to WC.
ZONED Lot :                  R20       13                                              Exposed     Biodiversity, Waterways,        Reparian Buffer Area                   areas TBC. on site by builder/client     authori es regula ons + A.S. 1926.1 Loca on         prior to commencement. Discrepancies          Refer to Engineers details for:                          Check and verify all dimensions prior to commencement.
       Plan :
% ALLOWED                      RP213603
                             50%                 Pool Water             Concrete       Aggregate   Wetlands Overlay                Overlay                               Sediment control measures to be          TBC. on site by builder/client                      are to be reported to the designer.           Foo ngs, Slab, Tiedown, Bracing, Framing                 These plans to be read in conjunc on with engineers report
       Area :
SITE AREA                    42,110.00m2                                                                                                                                                                                                                                                                                                                                     All windows to be verified against floor plans and eleva ons by contractor.
       Parish
SITE COV. AREA:              799.52m 2
                              TEWANTIN                                                                                                                                   taken on site during construc on         All stormwater drains to be UVPC sealed system      Nominated hardscaping/landscaping items       Schedule, Floor Construc on, Roof framing and
                                                                        Gravel/        Rock        Kore Koala                                                                                                                                                                                                       Truss details, Wind Category, Pool, Retaining Walls      Discrepancies are to be reported to the designer prior to commencement.
       County :                  MARCH           Garden Beds                                                                                                             Sewer line loca on to be confirmed        in accordance with A.S. 3500.3 To disperse          such as driveways/paths/gardens/ retaining                                                             All work to comply with the NCC, these drawings and all other relevant
       Site=1.9%
SITE COV.   Coverage :                                                  Pebbles        Retaining   Habitat Overlay                                                       on site prior to construc on of pool     170m2 max. roof area (final size & loca on of site   etc. Are design sugges ons only. Refer        Plumbing and drainage                                    technical literature for this wind category.
                                                                                                                                                                         and/or proposed dwelling                 drains tbc by plumber/builder/client)               builders specifica ons for specific details     To comply with the requirements of the local authority




                    10,000                                                                                                                                                                                                                                                                                                                                                                                                  DATA PLOTTED FROM NOOSA COOLOOLA
                                                                                                                                                                                                                                                                                                                                                                                                                           LAND SURVEYS PTY LTD CONSULTING LAND
                                                                                                                                                                                                                                                                                                                                                                                                                          SURVEYORS (FILE REF 23385 DATED 29.01.24)
                                                                                                                                                                                                                                                                                                                                                                                                                               DATA TO BE CONFIRMED PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                  CONSTRUCTION BY BUILDER
                                                                                                                                                                                                                                                                                                                                                                                                                           LAND SUBJECT TO SLIDE HAZARD OVERLAY,
                                                                                                                                                                                                                                                                                                                                                                                                                          MEDIUM POTENTIAL BUSHFIRE INTENSITY &
                                                                                                                                                                                                                                                                                                                                                                                                                             POTENTIAL IMPACT BUFFER OVERLAYS,
                                                                                                                                                                                                                                                                                                                                                                                                                             ENVIRONMENT ENHANCE OR PROTECT
                                                                                                                                                                                                                                                                                                                                                                                                                           OVERLAY, RIPARIAN BUFFER ZONE OVERLAY
                                                                                                                                                                                                                                                                                                                                                                                                                                 AND CORE KOALA OVERLAY -
                                                                                                                                                                                                                                                                                                                                                                                                                          BUILDER/ENGINEER/ CERTIFIER TO CONFIRM
                                                                                                                                                                                                                                                                                                                                                                                                                            COMPLIANCE PRIOR TO CONSTRUCTION
   236.100
       22' 10"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        190.422
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 180° 01' 00"
    0°




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10m MIN SITE SETBACK
                                                                                                                                                                                                                                                                                                                             6
                                                                                                                                                                                                                                                                                                                           14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10,000




                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                                                                                      14
                                                                                                                                                                                                                                                 LOT 13
                                                                                                                                                                                                                                                RP213603




                                                                                                                                                                                                                                                                                                                                                                     8
                                                                                                                                                                                                                                                                                                                                                                   14
                                                                                                   145                                                                                                                                                                                                                                                                                                                  TBM (SCREW IN CONC
                                                                                                                                                                                                                                                                                                                                                                                                                        DWAY) RL 154.69 AHD




                                                                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                                                                                                                                               14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          182° 21' 21"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20.326
                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                     15
                                                               10,000




                                                                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                                                                                                                                        15
                                                                                                                          146
                                                                                                                                                   147                                  148                                                              149
                                                                                                                                                                                                                                                                                                                                               150

                                                                                                                                                                                                                           193.468
                                                                                                                                                                                                                           270° 06' 10"

                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                        S ROA
                 2.2Site Plan Exis ng
                             1:500
                                                                            Revision                                            Notes.                                                                                                                                                        Project                                               Client                                         Drawing
                                                                                                                                                                                                                                                                                                                                                                                                                                                 FER
                                                                                                                                                                                                                                                                                                                                                                                                                                                    REL
                                                                                                                                                                                                                                                                                                                                                                                                                                                       L

                                                                                                                                                                                                                                                                                                                                                                                                                                                         Date                                          Author


                             reitsma
                                                                                                                                Figured dimensions only are to be taken from this drawing.            All works must comply with NCC, local authority and all                N                EDWARDS RESIDENCE                                     J. + D. Edwards                                Site Plan Exis ng                                     11/06/2024                                  TEAM
                                                                                                                                All dimensions, bearings, exis ng services, mandatory council         relevant geographical/wind category requirements. All
                                                                                                                                restraints/requirements and proposed levels are to be checked and
                                                                                                                                verified on site by builder/client prior to commencement of works.
                                                                                                                                                                                                      cut and fill ba ers are indica ve only and must be
                                                                                                                                                                                                      established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                                                              LOT 13 (No. 146) FERRELLS                                                                                                                                  Scale                                        Revision
                                                                                                                                                                                                                                                                                                                                                    Builder
                 +61 493 062 182            13 Ridgewood Road.
                                                                                                                                Any discrepancies must be communicated to the designer prior to       proposed slab and/or floor levels                                                        ROAD                                                  Craig Bri en                                                                                         1:500                                                 A
                                                                                                                                commencement of works. Please note, builder specifica ons and          These drawings are to be read in conjunc on with other                                                                                                                                       Stage
                                                     Caloundra                                                                  signed contracts to take precedence over all Reitsma documenta on.    relevant consultants drawings and reports.                                              COOROY                                                                                                                                                     Project Number                          Sheet Number
                 [email protected]                 QLD, 4551                                                                                                                                                                                                                                                                                                                                     DEVELOPMENT APPROVAL
                 www.reitsma.com.au                   Australia
                                                                                                                                © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
                                                                                                                                QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                                                                              QLD      4563                                         Ph: 0421 338 630                               NOT SUITABLE FOR CONSTRUCTION                         4661                                         5 /94

Section 3

SITE COVERAGE
            SITE COVERAGE
       Lot Descrip on                             Legend
ZONED Lot : ZONED                R20       13                                         Exposed     Biodiversity, Waterways,                 Riparian Buffer Area
   SITE COVERAGE
        Plan :
% ALLOWED                        50%RP213603 R20       Pool Water    Concrete         Aggregate   Wetlands Overlay                         Overlay
SITE    Area :%
     AREA
   ZONED
                 ALLOWED
              SITE AREA          42,110.00m
                                    R20     2 50%
                                              42,110.00m2
   % COV.
SITE    Parish
           AREA
      ALLOWED   : COV. AREA
              SITE                  50% 2 799.52m2
                                  TEWANTIN
                                 799.52m
   SITE County :
        AREA                          MARCH 2
                                    42,110.00m                       Gravel/          Rock        Kore Koala                               Bushfire - Medium Poten al
SITE COV.  =1.9%                                       Garden Beds                    Retaining
        Site
   SITE COV. Coverage
              SITE COV.: =1.9%
             AREA                 ((799.52m2)                        Pebbles                      Habitat Overlay                          Intensity and Impact Buffer Overlay
  SITE COV. =1.9%

                                                                                                                                                                                   78.8
                                                                                                                                                                                182°   12
                                                                                                                                                                                     21'   20"
                                                                                                                                                                                                                                                                                                                                                                                                                            DATA PLOTTED FROM NOOSA COOLOOLA




                                                                                                                                                                              00
                                                                                                                                                                                                                                                                                                                                                                                                                           LAND SURVEYS PTY LTD CONSULTING LAND




                                                                                                                                                                          10,0
                                                                                                                                                                                                                                                                 53.185                             (117.185)
                                                                                                                                                                                                                                                                                                                                                                                                                          SURVEYORS (FILE REF 23385 DATED 29.01.24)
                                                                                                                                                                                                                                                                 91° 53' 00"
                                                                                                                                                                                                                                                                                                     182°   21' 20"
                                                                                                                                                                                                                                                                                                                              64.000                                                                                           DATA TO BE CONFIRMED PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                  CONSTRUCTION BY BUILDER
                                                                                                                                                                                                                                                                                                                              91° 53' 00"
                                                                                                                                                                                                                                                                                                                                                                                                                           LAND SUBJECT TO SLIDE HAZARD OVERLAY,




                                                                                                                                                                                                                                                                                  10,000
                                                                                                                                                                                                                                                                                                                                                                                                                          MEDIUM POTENTIAL BUSHFIRE INTENSITY &
                                                                                                                                                                                                                                                                                                                                                                                                                             POTENTIAL IMPACT BUFFER OVERLAYS,
                                                                                                                                                                                                                                                                                                                                                 EMT E                                                                       ENVIRONMENT ENHANCE OR PROTECT
                                                                                                                                                                                                                                                                                                                                                                                                                           OVERLAY, RIPARIAN BUFFER ZONE OVERLAY
                                                                                                                                                                                                                                                                                                                                                                                                                                 AND CORE KOALA OVERLAY -
                                                                                                                                                                                                                                                                                                                                                                                                                          BUILDER/ENGINEER/ CERTIFIER TO CONFIRM
                                                                                                                                                                                                                                                                                                                                                                                                                            COMPLIANCE PRIOR TO CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                            EXTENT OF EXISTING STRUCTURES TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                          DEMOLISHED/ REMOVAL TO BE CONFIRMED
                                                                                                                                                                                                                                                                                                                                                                                                                                 ON SITE BY BUILDER / CLIENT
                                                                                                                                                                                                                                                                                                                                                                                                                          EXTENT OF EXISTING SITE TREES TO REMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                             TBC BY BUILDER/ CLIENT/ CERTIFIER -
                                                                                                                                                                                                                                                                                                                                                                                                                              CONFIRM COMPLAINCE PRIOR TO
                                                                                                                                                                                                               DAM                                                                                                                                                                                                               CONSTRUCTION/ REMOVAL

                                                                                                                                                                                                                                                                                                                                                                                                                                    NOTE - NOMINATED
                                                                                                                                                                                                                                                                                                                                                                                                                           HARDSCAPING/LANDSCAPING ITEMS SUCH
                                                                                                                                                                                                                                                                                                                                                                                                                           AS DRIVEWAYS/PATHS/GARDENS ETC. ARE
                                                                                                                                                                                                                                                                                                                                                                                                                              DESIGN SUGGESTIONS ONLY. REFER
                                                                                                                                                                                                                                                                                                                                                                                                                            BUILDERS SPECIFICATIONS & LANSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                            DESIGNERS PLANS FOR SPECIFIC DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                      LOT 7               FINAL SIDE BOUNDARY FENCING TBC ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                      RP202437                 BY BUILDER/CLIENT/ NEIGHBOURS
                                                                                                                                                                                                                                                                                                                                                                                                                         SITE DRAIN (SD) LOCATIONS INDICATIVE ONLY.
                                                                                                                                                                                                                                                                                                                                                                                                                         FINAL LOCATIONS TO BE CONFIRMED ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                          BY BUILDER
                                                                                                                                                                                                                                                                                                                                                                                                                         POOL IS REPRESENTATIVE ONLY. FINAL DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                          SUCH AS LOCATION/DEPTH/STEPS/LEDGES
                                                                                                                                                                                                                                                                                                                                                                                                                          ETC TO BE CONFIRMED BY BUILDER/CLIENT.

                                                                                                                                                                                                                                                                          DAM
                                                                                                                    236.100
                                                                                                                          182° 21' 20"




                                                                                    LOT 2
                                                                                                                                                                                                                                                      LOT 13




                                                                                                                                                                                                                                                                                                                                                                      190.422
                                                                                    RP161250




                                                                                                                                                                                                                                                                                                                                                                                       182° 21' 20"
                                                                                                                                                                                                                                                     RP213603
                                                                                                                                         10,000




                                                                                                                                                                                                                                                                                                                                                                                                      LOT 8
                                                                                                                                                                                                                                                                                                                                                                                                      RP202437




                                                                                                                                                                                                                                                                                                     6
                                                                                                                                                                                                                                                                                                   14
                                                                                                                                                                                                                                                                                                                                                           10,000




                                                                                                                                                                                                                                                                                                                7
                                                                                                                                                                                                                                                                                                              14
                                                                                                                                                                                                                                                                AREA UNDER CONSTRUCTION




                                                                                                                                                                                                                                                                                                                        8
                                                                                                                                                                                                                                                               CONTOURS SUBJECT TO CHANGE




                                                                                                                                                                                                                                                                                                                      14
                                                                                                                                                                                      145                                                                                                   S/B




                                                                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                                        14




                                                                                                                                                                                                                                                                                                                                                                        182° 21' 20"
                                                                                                                                                                                                                                                                                                                                                                    20.326
                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                                                              15
                                                                                                                                                                 10,000




                                                                                                                                                                                                                                                                                                                                               1
                  2.3Site Plan Proposed - Overall                                                                                                                                                                                                 193.468




                                                                                                                                                                                                                                                                                                                                             15
                                                                                                                                                                                                    146
                                                                                                                                                                                                                  147                148           182° 21' 20"
                                                                                                                                                                                                                                                                    149                                     150
                                                                                                                                                                                                                                                                                                                                                                                               FERRELLS ROAD
SITE COVERAGE
                                                                         Revision                                                         Notes.                                                                                                                                                  Project                                   Client                                                    Drawing                                 Date                            Author
ZONED
                                 reitsma
                               R20                                                                                                        Figured dimensions only are to be taken from this drawing.            All works must comply with NCC, local authority and all          N                EDWARDS RESIDENCE                         J. + D. Edwards                                           Site Plan Proposed -                    27/06/2024                        JTL
% ALLOWED                      50%                                                                                                        All dimensions, bearings, exis ng services, mandatory council         relevant geographical/wind category requirements. All
SITE AREA                      42,110.00m2
                                                                                                                                          restraints/requirements and proposed levels are to be checked and
                                                                                                                                          verified on site by builder/client prior to commencement of works.
                                                                                                                                                                                                                cut and fill ba ers are indica ve only and must be
                                                                                                                                                                                                                established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                                                                  LOT 13 (No. 146) FERRELLS                                                                           Overall                                 Scale                          Revision
                                                                                                                                                                                                                                                                                                                                            Builder
SITE COV. AREA
              +61 493 062 182
                               799.52m2
                                    13 Ridgewood Road.
                                                                                                                                          Any discrepancies must be communicated to the designer prior to       proposed slab and/or floor levels                                                  ROAD                                      Craig Bri en                                                                                    1:1000                                A
                                                                                                                                          commencement of works. Please note, builder specifica ons and          These drawings are to be read in conjunc on with other                                                                                                                                Stage
SITE COV. =1.9%                              Caloundra                                                                                    signed contracts to take precedence over all Reitsma documenta on.    relevant consultants drawings and reports.                                        COOROY                                                                                                                                      Project Number   Sh. N0#   Page Number
              [email protected]            QLD, 4551                                                                                                                                                                                                                                                                                                                                                CONSTRUCTION SET
              www.reitsma.com.au              Australia
                                                                                                                                          © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
                                                                                                                                          QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                                                                                  QLD      4563                             Ph: 0421 338 630                                          NOT SUITABLE FOR CONSTRUCTION           4661               2.3         6 /94

Section 4

SITE COVERAGE SITE COVERAGE
        Lot Descrip  on                             Legend
ZONED Lot : ZONED                 R20       13                                                             Exposed                                  Biodiversity, Waterways,                   Riparian Buffer Area
   SITE COVERAGE
        Plan :
% ALLOWED                           RP213603 R20
                                  50%                     Pool Water              Concrete                 Aggregate                                Wetlands Overlay                           Overlay
SITE    Area :%
     AREA
   ZONED
                 ALLOWED
              SITE AREA           42,110.00m  2 50%
                                     R20 2 42,110.00m2
        Parish
   % COV.
SITE       AREA
      ALLOWED   : COV. AREA
              SITE                 TEWANTIN
                                  799.52m
                                     50%        799.52m 2
   SITE County :
        AREA                           MARCH 2
                                     42,110.00m                                   Gravel/                  Rock                                     Kore Koala                                 Bushfire - Medium Poten al
SITE COV.  =1.9%                                          Garden Beds                                      Retaining
        Site
   SITE COV. Coverage
              SITE COV.: =1.9%
             AREA                  ( 799.52m2)                                    Pebbles                                                           Habitat Overlay                            Intensity and Impact Buffer Overlay
  SITE COV. =1.9%


                                                                                  PROPOSED SEPTIC SYSTEM LAND APPLICATION AREA - EXACT
                                                                                  LOCATION TBC ON SITE BY BUILDER/ PLUMBER CONFIRM
                       10,000                                                     COMPLIANCE WITH COUNICIL PRIOR TO CONSTRUCTION                                                                                                                                                                                                                                                                                                                           DATA PLOTTED FROM NOOSA COOLOOLA
                                                                                                                                                                                                                                                                                                                                                                                                                                                          LAND SURVEYS PTY LTD CONSULTING LAND
                                                                                  PROPOSED SEPTIC SYSTEM (AWTP) - EXACT LOCATION                                                                                                                                                                                                                                                                                                                         SURVEYORS (FILE REF 23385 DATED 29.01.24)
                                                                                  TBC ON SITE BY BUILDER/ PLUMBER CONFIRM                                                                                                                                                                                                                                                                                                                                     DATA TO BE CONFIRMED PRIOR TO
                                                                                  COMPLIANCE WITH COUNCIL PRIOR TO CONSTRUCTION                                                                                                                                                                                                                                                                                                                                  CONSTRUCTION BY BUILDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                          LAND SUBJECT TO SLIDE HAZARD OVERLAY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                         MEDIUM POTENTIAL BUSHFIRE INTENSITY &
                                                                                                                                                                                                                                                                                                                                                                                                                                                            POTENTIAL IMPACT BUFFER OVERLAYS,
                                                                                                                                                                                                                                                                                                                                                                                                                                                            ENVIRONMENT ENHANCE OR PROTECT
                                      23,594                                                                                                                                                                                                                                                                                                                                                                                                              OVERLAY, RIPARIAN BUFFER ZONE OVERLAY
                                 TO COTTAGE OMP                                                                                                                                                                                                                                                                                                                                                                                                                 AND CORE KOALA OVERLAY -
                                                                                                                                                                                                                                                                                                                                                                                                                                                         BUILDER/ENGINEER/ CERTIFIER TO CONFIRM
                                                                                             TAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                           COMPLIANCE PRIOR TO CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXTENT OF EXISTING STRUCTURES TO BE
                       TO WEST BOUNDARY                                               PROPOSED                                                                                                                                                                                                                                                                                                                                                           DEMOLISHED/ REMOVAL TO BE CONFIRMED
                                                                                       COTTAGE                                                                                                                                                                                                                                                                                                                                                                  ON SITE BY BUILDER / CLIENT
                                                                    COTTAGE R.L. 136.350 (NOM)                                                                                                         PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXTENT OF EXISTING SITE TREES TO REMAIN
                                                                                                                                                                                                TENNIS
                                                                                                                                                                                  COTTAGE R.L. 136.350    COURT
                                                                                                                                                                                                       (NOM)




                                                                                                                                                                                                                                                                      TAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                            TBC BY BUILDER/ CLIENT/ CERTIFIER -
    236.100
        21' 20"




                                                                                                                                                                                  TENNIS COURT R.L. 136.350 (NOM)                                                                                                                                                                                                                                            CONFIRM COMPLAINCE PRIOR TO
                                                             HWS ACx2 SD TAP                                                         SD                                                                                                                                                                                                                                                                                                                         CONSTRUCTION/ REMOVAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              190.422
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               182° 21' 20"
    182°




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOTE - NOMINATED
                                                                                  TURNING BAY                                                                                                                                                                                                                                                                                                                                                             HARDSCAPING/LANDSCAPING ITEMS SUCH
                                                                                       GRAVEL                                                                                                                                                                                                                                                                                                                                                             AS DRIVEWAYS/PATHS/GARDENS ETC. ARE
                                                                                                                                                                                                                                                                                                                                                                                                                                                             DESIGN SUGGESTIONS ONLY. REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                           BUILDERS SPECIFICATIONS & LANSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           DESIGNERS PLANS FOR SPECIFIC DETAILS
                                    22,955
                                 TO SHED 02 OMP                                                                                                                                                                                                                                                                                                                                                                                                          FINAL SIDE BOUNDARY FENCING TBC ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              BY BUILDER/CLIENT/ NEIGHBOURS
                                                                                    SHED 02                                                                                                                                                                                                                                                                                                                                                             SITE DRAIN (SD) LOCATIONS INDICATIVE ONLY.
                                                                                    (BY OTHERS)                                                                                                                                                                                                                                                                                                                                                         FINAL LOCATIONS TO BE CONFIRMED ON SITE
                                                                            R.L. 137.500 (NOM)                                                                                                                                                                                                                                                                                                                                                                           BY BUILDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                        POOL IS REPRESENTATIVE ONLY. FINAL DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                         SUCH AS LOCATION/DEPTH/STEPS/LEDGES
                                                                                                                                                                                                                                                                                                                                                                                                                                                         ETC TO BE CONFIRMED BY BUILDER/CLIENT.
                                                                                  ROCK RETAINING
                                                                                                                                                                                                                                                                                                                                                           POOL SHELL MIN 1.2M FROM
                                                                                                                                                                                                                                                                                                                                                           F.G.L TO BE POOL FENCE
                                                                                                                                                                                                                                                                                                                                                           COMPLIANT AS PER 1926.1

                                                                                                                                                                                                                                                                                                                                                           POOL GATE AND FENCING TO
                                                                                                                                                                                                                                                                                                                                                           COMPLY WITH AS 1926.1
                                                                                                                                           GRAVEL




                                                                                                                                                                                                                                                                                                                                                           POOL EQ. BELOW


                                                                                                                                                                                                                                                                                       ING
                                                                                                                                                                                                                                                                                 RETAIN                             PROPOSED POOL
                                                                                                                                                                                                                                                                                                                                                                ROC
                                                                                                                                                                                                                                                                            ROCK                                                                                   K RE
                                                                                                                                                                                                                                                                                                                                                                       TAIN
                                                                                                                                                                                                                                                                                                                                                                           ING
                                                                                                                                                                                                                                                                                                                               AGG




                                                                                                                                                                                                                                                                                                                                                                                     6
                                                                                                                                                                                                                                                                                                                                                                                   14
                                                                                                                                                                                                                                                                                                              SD                                SD
                                                                                                                                                                                                                                                                                                                                                                      LAWN                          EXISTING PALM TO                                                                             10,000
                                                                                                                                                                                                               LAWN                                                         LAWN                                                                                                                    BE REPOSITION
                                                                                                                                                                                                                                                                            LANDSCAPING
                                                                                                                                                                                                                                                                                                                                          TAP
                                                                                                                                                                                                                                                                                                                                                                                                                           67,433
                                                                                                                                                                                                                                                                                                                                                                                                                          TO HOUSE OMP
                                                                                                                                                                                                                                              GRAVEL




                                                                                                                                                                                                                AGG                                                                                                                                                                                                                      CONSTRUCTION OF DRIVEWAY TO BE
                                                                          54,666                                                                                                                                                                                                                                                                                        TAP




                                                                                                                                                                                                                                                                                                                                                                                                          7
                                                                                                                                                                                                                                                                                                                                                                     REFUSE                                                                   IN ACCORDANCE WITH LOCAL
                                                                                                                                                                                                                                                                             TAP




                                                                                                                                                                                                                                                                                                                                                                                                        14
                                                                        TO SHED 01 OMP                                                                                                                                                                                                                                                                                                                                                           AUTHORITY REGULATIONS
                                                                                                                                                                                                                                                       CLOTHES LINE
                                                                                                    -EXACT SIZE ANER TANK LOCATION




                                                                                                                                                                                                                                                                                                                         LOT 13                                                            LA
                                                                                                                                C




                                                                                                                                                                                                                                                                                                                   AREA UNDER CONSTRUCTION                                                   ND                                          PROPOSED GALVANISED PROPERTY
                                                                                                                  D QUANTITY TB




                                                                                                                                                                                                                                                       LOCATION




                                                                                                                                                                                                                                                                                                                  CONTOURS SUBJECT TO CHANGE                                                   SC
                                                                                                                                                                                                                                                                                                          PROPOSED DWELLING                                                      TURNING BAY APIN                                          POLE - EXACT LOCATION TBC ON
                                                                                                                                                                                                                                                                                                                                                                                                                                              SITE BY BUILDER/ SPECIALIST
                                                                                                                                                                                                        EXISTING SHED                                                                                                                                                                AGG          G




                                                                                                                                                                                                                                                                                                                                                                                                                8
                                                                                                                                                                                                                                                                                                                  HOUSE R.L. 146.950 (NOM)




                                                                                                                                                                                                                                                                                                                                                                                                              14
                                                                                                                                                                                                           (BY OTHERS) TENNIS COURT R.L. 136.350 (NOM)
                                                                                                                                                     145
                                                                                                                                                                                                                                                                      TAP




                                                                                                                                                                                             SHED 01 R.L. 145.250 (NOM)                      AC
                                                                                                                                                                                                                                            HW                                                                                                       SD                S/B                                                               61,056
                                                                                                                                                   INING




                                                                                                                                                                                                                                               S                                                                                                                                  ENTRY                                            TO ENTRY PERGOLA




                                                                                                                                                                                                                                                                                                                                                                                                                         9
                                                                                                   PROPOSED WAT




                                                                                                                                                                                                                                                                                                                                                                                                                       14
                                                                                                                                                                                                                                                                                                                                          TAP
                                                                                                                                          ROCK RETA




                                                                                                                                                                                                              GRAVEL                                                               SD                                                   GAS               GRAVEL      SD          LANDSCAPING                                                        TBM (SCREW IN CONC
                                                                                                                                                                                                                                                                                                                             SD                                                                                                                      DWAY) RL 151.69 AHD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          182° 21' 20"
                                                                                                                                                                                                        ROCK RETAINING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20.326
                                                                                                                                                                      TO SHED 01 OMP




                                                                                                                                                                                                                                                                                    TO HOUSE OMP




                                                                                                                                                                                                                                                                                                                  ROCK RETAINING
                                                                                                                                                                                                                                                                                                                                                                              ROCK RETAINING




                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                13,969




                                                                                                                                                                                                                                                                              14,255




                                                                                                                                                                                                                                                                                                                                                                                                                                         15
                                                                                                                                                                                                                                                                                                                            EXISTING                                                                                                                                                          FEN-P
                                                                         10,000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                          ACCESS TRACK                                                                                                         DRIVEW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 15
                                                                                                                                                                                       146
                                                                                                                                                                                                                                                                                                                                                                                                                                                 AGG AY
                                                                                                                                                                                                                 147                                   148                                                                                                                                                      ROCK
                                                                                                                                                                                                                                                                                                                              149




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TBM (SCREW IN CONC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DWAY) RL 154.17 AHD
                                                                                                                                                                                                                                                                                                                                                                                                150           RETAINING

                                                                                                                                                                                             FEN-P                                                                                                                                                                                              FEN-P
                                                                                                                                                                                                                                                                                                   193.468                                                                                                    NOMINAL DRIVEWAY SAW CUT -          NEW PROPOSED VEHICLE
                                                                                                                                                                                                                                                                                                   182° 21' 20"                                                                                                                                   GATE/ ENTRY STATEMENT
                                                                                                                                                                                                                                                                                                                                                                                                              FINAL LOCATIONS TBC ONSITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED METER
                                                                                                                                                                                                                                                                                                                                                                                                                                                            BOX LOCATION


                  2.4Site Plan Proposed                                               Revision                                                                                                Notes.                                                                                                                                                       Project                                 Client                            Drawing                                 Date                                         Author


                                  reitsma
                                                                                                                                                                                              Figured dimensions only are to be taken from this drawing.                      All works must comply with NCC, local authority and all           N          EDWARDS RESIDENCE                       J. + D. Edwards                   Site Plan Proposed                      27/06/2024                                         JTL
                                                                                                                                                                                              All dimensions, bearings, exis ng services, mandatory council                   relevant geographical/wind category requirements. All
                                                                                                                                                                                              restraints/requirements and proposed levels are to be checked and
                                                                                                                                                                                              verified on site by builder/client prior to commencement of works.
                                                                                                                                                                                                                                                                              cut and fill ba ers are indica ve only and must be
                                                                                                                                                                                                                                                                              established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                                                                                                                           LOT 13 (No. 146) FERRELLS                                                                                         Scale                                       Revision
                                                                                                                                                                                                                                                                                                                                                                                                   Builder
                  +61 493 062 182                13 Ridgewood Road.
                                                                                                                                                                                              Any discrepancies must be communicated to the designer prior to                 proposed slab and/or floor levels                                             ROAD                                    Craig Bri en                                                              1:500                                                       A
                                                                                                                                                                                              commencement of works. Please note, builder specifica ons and                    These drawings are to be read in conjunc on with other                                                                                                 Stage
                                                          Caloundra                                                                                                                           signed contracts to take precedence over all Reitsma documenta on.              relevant consultants drawings and reports.                                   COOROY                                                                                                            Project Number     Sh. N0#    Page Number
                  [email protected]                     QLD, 4551                                                                                                                                                                                                                                                                                                                                                                  CONSTRUCTION SET
                  www.reitsma.com.au                       Australia
                                                                                                                                                                                              © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
                                                                                                                                                                                              QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                                                                                                                                           QLD      4563                           Ph: 0421 338 630                  NOT SUITABLE FOR CONSTRUCTION           4661                 2.4                    7 /94

Section 5

                                                                                                                                                                                                                                                                                                       03                                                                                                                                                                                                                     AREA SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LIVING                     350.29
                                                                                                                                                                                                                                                                                                        1                                                                                                                                                                                                                     TOTAL VERANDAH             145.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              POOL + SUN DECK            129.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OUTDOOR LIVING             60.92
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              GARAGE                     57.06
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOTAL                      742.76 m²




                                                                                                                                                                                                                                                                                                      POOL



                                                                                                                                                                                                        SUN DECK 01                                                                                                                                                      SUN DECK 02



                                                                                                                                                                                                                                                                    SK-B                                                               SK-B




                                                                                                                                                                                                                                              SD                                                                                                                        SD




                                                            A                      B                                                                                                                                                      C                     D                                                                               TAP
                                                                                                                                                                                                                                                                                                                                                      E                      F                          2                                                                                                  G           H
                                                                      1,800                                                                          12,860                                                                                             2,550                                          9,180                                                    2,550                                                            12,860                                                                        1,800
                                                                                                                                                                                                                                                                                         DP                                    DP




                                                                TAP
                                                                                                   DPx2                                                                         DPx2                                                                                                                                                                                                                        DPx2                                                                  DPx2
                           1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1
                                  1,800




                                                                                                                                                                                 PATIO                                                                                                        OUTDOOR LIVING                                                                                                       PATIO

                           2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DPx2            2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PARKING /
                                                                                                                     2400x870




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GAS 01
                                                                                                                                                                                                                                                                                                                                                                                                                    2400x870




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 INT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         REFUSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TURNING BAYS
                                                                                                                        CS




                                                                                       SA                                                                                                                                            SA




                                                                                                                                                                                                                                                                                                                                                                                                                       CS
                                                                                                                                                                                                                                                        BBQ                                                                                                                        SA
                                                   DPx2

                                                                                                                                                                                                                                                                                                                                                                                                                                           MASTER
                                                                                                                         ENS. 02




                                                                                                                                                                                                                                                                                                                                                                                                                                2400x820
                                                                                                                                                                                                                                                                                                                                                                                                                                           ENSUITE
                                                                      PATIO




                                                                                                                                                                                                                                                                                                                                                                                                                                   CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHR
                                                                                        BED 02                                                              MPR                                         BED 03                                                                                                                                        CP
                                                                                                                                                                                                                                                                                                                                                                                                                               MV
                                                                                                                                                                                                                                                                                                                                                                                          MASTER BED
02




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             04
                                                                                                                                MV                                                                                                                                                                                                                                                                                                              DRW
                                                                                                                                                                                                                                                                                                                                                           SA
                                                                                                                                   SHR
                                                                                                          2400x920




                                                                                                                                                                                             2400x920




                                                                                                                         MH              SA                                                                                                                                                                                                                                                                                           MH




                                                                                                                                                                                                                                                                                                                                                                                                                                                          GARAGE DOOR MOTOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                          CEILING NOGGING FOR
                                                                                                                                                                                                                                                                                                                                                                        2400x920

                                                                                                                                                                           2400x2000
                                                                                                                                                                              CS




                                                                                                                                                                                                                                                                                                                              DINING
                                  10,400




                                                                                                                                                                                                                                SA
                                                                                                                                                                                                                                                                       LIVING
                                                                                                                                                                                                                                                                                                                                                                                               W .I.R
                                                                                                                                              2400x920




                                                                                                                                                                     2400x870




                                                  DPx2
                                                                                                                                                                                                                                                   MH                                                                                                                                                                                                                                                                          DRIVEWAY
                                                                                                                                                                                                                                                                                   SA                                                                                                                                                                 GARAGE
                                                       GAS 03
                                            LOCATION INT




                                                                                                                                                                                                                         PWD




                                                                                                                                                                                                                                                                                                                                                                                                                                                          GARAGE DOOR MOTOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                          CEILING NOGGING FOR
                                           CLOTES LINE




                                                                                                                                                              SHR
                                                                                                                                                                                                          2400x820
                                                                                                                                                         2400x820




                                                                                                                                                                                                                                                                                                                                                                                                                               2400x1200
                                                                                                                                                                                                             CS




                                                                               STUDY /                                                                                                                                                                                                                                                                     FOYER                         MUDROOM
                                                                                                                                                            CS




                                                                                                                                                                                                                                                                                                                                                                                                                                  CS
                                                                                                                                BED 04                              BATH                          LDY
                                                                                                                                                                                                                     2400x820




                                                                               LIBRARY
                                                                                                                                                                                                                                WC MV
                                                TAP




                                                                                                                                                                                                                                                                                                                                                                                                                                           SA
                                                                                                                                                                                       WM
                                                                              SA                                      SA                                     MV
                                                                                                                                                                                       DRY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S/B                     DP
                           3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3
                                                                                                                                                                                                                                               SA       BUTLERS                                        KITCHEN
                                                                                                                                                                                                                                                                              2550x820




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ENTRY ARBOUR
                                                                                                                                          PATIO                                                                                                                                                                                                                                         ENTRY PATIO
                                  1,800




                           4                                                                DPx2                                                                                               DPx2                                                                        DP CP                                                        INT                                             DPx2                                                                                       DPx2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                                       GAS 02
                                                                                                                                                                                                                                                                                                                                                TAP


                                                                                        SD                                                                                                                                                                                                                                                                                                                                                                                                SD



                                                            A                      B                                                                                                                                                      C                     D                                SD
                                                                                                                                                                                                                                                                                                                                                      E                      F                                                                                                                             G           H

                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                        1




     3.1Floor Plan - Overall                                                       Revision                                                                                        Notes.
                                                                                                                                                                                                                                                                                                       01
                                                                                                                                                                                                                                                                                                                                                                             Project                                                  Client                                                    Drawing                                         Date                       Author


                reitsma
                                                                                                                                                                                   Figured dimensions only are to be taken from this drawing.                                    All works must comply with NCC, local authority and all                   N                 EDWARDS RESIDENCE                                        J. + D. Edwards                                           Floor Plan - Overall                            11/06/2024               TEAM
                                                                                                                                                                                   All dimensions, bearings, exis ng services, mandatory council                                 relevant geographical/wind category requirements. All
                                                                                                                                                                                   restraints/requirements and proposed levels are to be checked and
                                                                                                                                                                                   verified on site by builder/client prior to commencement of works.
                                                                                                                                                                                                                                                                                 cut and fill ba ers are indica ve only and must be
                                                                                                                                                                                                                                                                                 established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                                                                                                                                             LOT 13 (No. 146) FERRELLS                                                                                                                                          Scale                     Revision
                                                                                                                                                                                                                                                                                                                                                                                                                                      Builder
     +61 493 062 182           13 Ridgewood Road.
                                                                                                                                                                                   Any discrepancies must be communicated to the designer prior to                               proposed slab and/or floor levels                                                            ROAD                                                     Craig Bri en                                                                                              1:150                          A
                                                                                                                                                                                   commencement of works. Please note, builder specifica ons and                                  These drawings are to be read in conjunc on with other                                                                                                                                                         Stage
                                        Caloundra                                                                                                                                  signed contracts to take precedence over all Reitsma documenta on.                            relevant consultants drawings and reports.                                                  COOROY                                                                                                                                                             Project Number       Sheet Number
     [email protected]                QLD, 4551                                                                                                                                                                                                                                                                                                                                                                                                                                               DEVELOPMENT APPROVAL
     www.reitsma.com.au                  Australia
                                                                                                                                                                                   © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
                                                                                                                                                                                   QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                                                                                                                                                             QLD      4563                                            Ph: 0421 338 630                                          NOT SUITABLE FOR CONSTRUCTION                   4661                      8 /94

Section 6

 AREA SCHEDULE
                                                                                                                                                                                                                                                                                                                                           03                                                      SK-B                                  POOL FENCING AND GATES IN                                                SK-B
                                                                                                                                                                                                                                                                                                                                                                                                                                     ACCORDANCE WITH LOCAL AUTHORITIES




                                                                                                                                                                                                                                                        TOW 147.30 (MIN)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TOW 147.30 (MIN)
 LIVING                                           350.29                                                                                                                                                                                                                                                                       PROVISION FOR UMBRELLA FIXIING                                                                         REGULATIONS + A.S. 1926.1 LOCATION                                       PROVISION FOR UMBRELLA FIXIING
                                                                                                                                                                                                                                                                                                                               POINT RECESSED INTO CONCRETE DECK                                                                        TBC ON SITE BY CLIENT/BUILDER                                       POINT RECESSED INTO CONCRETE DECK
 TOTAL VERANDAH                                   145.47
 POOL + SUN DECK                                  129.02                                                                                                                                                                                                                                                                                                                                                                                                                                           R.L. 146.100
                                                                                                                                                                                                                                                                                                                                        PF-S                                                                                            PF-S                  PG              PF-S                                                                              PF-S
 OUTDOOR LIVING                                   60.92
                                                                                                                                                                                                                                                                                                                                   SD                                                                GARDEN                                                                                       GARDEN                                                               SD
 GARAGE                                           57.06
 TOTAL                                            742.76 m²

                                                                                                                                                                                                                                                                                                                                                                                                                                00                          UP                        AGG
                                                                                                                                                                                                                                                                                                                                                                                                                                01                       ST-C
                                                                                                                                                                                                                                                                                                                                                                               LAWN                                             02                                                                                LAWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                         43,600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R.L. 146.420
                                                                  A                           B                                                                                                                                                                                                                                C                                                     D                                          03
                                                                                                                                                                                                                                                                                                                                                                                                                                                            UP
                                                                                                                                                                                                                                                                                                                                                                                                                                                         ST-C                                                              TAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E                                           F                                                                     2
                                                                             1,800                                                                                                                          12,860                                                                                                                             2,550                                                                                                       9,180                                                                                        2,550                                                                                                                                    12,860
                                                                                                                                                                                                                                                                                                                                                                                                                             DP 04                                                           DP
                                                                                                                                                                                                                                                                                                                                                                                             PST                             PST05                                                          PST                          PST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STRUCTURAL TIMBER BEAM
                                                                                                                                                                                                     GARDEN                                                                                                                                                                                                                                                   1                                                                                                                               SURROUND (PAINTED LIGHT                                                                         GARDEN
       RW-B




                                                                  TAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              COLOUR) - SEE SECTION/DETAIL
                                                                                                                      DPx2                                                                                                                  DPx2                                                                                                                            PST                                                                                                                                                  PST                                                                                                                      DPx2
              1                                                   PST                                                 PST                                                              PST                                                  PST                                                              PST                                                                                                                                                                                                                                                                              PST                                                         PST
                           1,800




                                                                                                                                                                                             1,770




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1,770
                                                                                                                  W-01                                                                                                  W-03                 PATIO                                         W-04                                                                                                                                  OUTDOOR LIVING                                                                                                                                                         W-08                                       W-09          PATIO           W-10




                                                                                                                                                                                                                                                                                                                                                                                                      5,490
                                                                                                                                                                                                                                             RAKED SOFFIT                                                                                                                                                                                              RAKED SOFFIT                                                                                                                               UP                           UP                                RAKED SOFFIT UP
                                                                                                               UP D-01                                         W-02                                                  UP D-02                                                            UP D-03                                                                                                                                                                                                                                                                                                         D-05                                       D-06              AGG         D-07
                                                                                                                                                                                                                                                   AGG                                                                                                                                                                                                     AGG
                                                                                                                                                                                                                                              R.L. 146.900                                                                                                                                                                                                                                                                                                                                                                                                         R.L. 146.900
              2                                                                                   CBT-R                                                         CBT-R                  CBT-R                                                             CBT-R                                                                                                                                                                                                                                                                                                                      CBT-R                                                                                 CBT-R
                                                                                                                                                     2400x870
                                                                                                                                                                                                                                                                                                                                                 PERG-1                                                                                                                                                                                           PERG-1




                                                                                                                                                                                                                                                                                                                                   REF-B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2400x870
                                                                                                                                                        SL-D


                                                                             1,770                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOTE - 820(MIN) DOOR CLEARANCE
                                                                                                                                                        CS

                                                                                                          SA                                                                                                                                                                                                            SA                                                                                                                                          ALL EXPOSED MULLIONS TO HAVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SA       THROUGHOUT TO COMPLY WITH
                                                                                                                                                                                                                                                                                                                                             BBQ
                                                                  PST




                                                         DPx2                                                                                                                                                                                                                                                                                                                                                                                                      COVERPLATES TO MATCH WINDOW                                                                                                                 LIVABLE HOUSING CODE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W-07
                                                                                                                                                                                                                                                                                                                                                                                                                                                               FRAMES (EXTERNALLY AND INTERNALLY)                                                   GRAVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PAINTED TIMBER                                                                     MASTE
                                                                                                                                                                ENS. 02




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2400x820
                                                                                                                                                                                                                                                                                                                                                                                                                                                            W-05                                                                                                                                                      FRAMED ACID ETCHED




                                                                                                                                                                                                                                                       BUILT IN TV UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ENSUI
                                                                                  R.L. 146.900
                                         STEPS TBC ON SITE




                                                                             PATIO
                                                                                 RAKED SOFFIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                       UP                                                                                                                                                             CAVITY SLIDING DOOR
                                                                                                                                                                     3000 HT.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CS
                                                                                                                                                                                                                                                                                                                                                     BBQ




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CBT-R
                                                                                                                                                                                                                                                                                                                                                                                                                                                            D-04                                                                                    W-06
                                                                                                           B E3000
                                                                                                               D HT.0 2                                                                                            MPR                                                                BED 03                                                                                                                                   R.L. 146.900                                                                                      CP
                                                                                                                                                                        TF




                                                                                                                                                                                                                                                                                                                                                     RH-B
                                                                                     AGG
                                         EXACT NO OF




                                                                                                                                                                                                                                                                                         3000 HT.                                                                                                                                                                                                                                                                                                                                                                                             MV
                                                                                                                     CF
                                                                                                                R.L. 146.950
                                                                                                                                                                                                                     3000 HT.
                                                                                                                                                                                                                       TIM                                                                  CF                                                                                               FLY                                                   RECESSED TRACK                                                        FLY                                                                            MASTER BED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3000 HT.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXTENT OF
                                                                                                                                                                                                                                                                                                                                                                          EXTENT OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3700 HT.
                                                                                                                                                                      MV




                                                                                                                                                                                                                                                                                                                                                                           3000 HT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CF
                                                                                                  CBT-R




                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONCEALED STRUCTURAL WINDBEAM                                                              SA                                                                  R.L. 146.950
                                                                                       W-24




                                                                                                                                                                                                                                                                                                                                                                                                                                                       (COVERPLATE OVER TO MATCH
                                                                                                                                                                          SHR
                                                                  PST




                                                                                                                                                                                                                                                                                                                                                                                                                                                       WINDOW FRAME) - REFER ENG. DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PAINTED TIMBER 'SHAKER'
                                                                                                                                                  2400x920




                                                                                                                                                                                                                                                                           2400x920
                                                                                                                                                                MH                             SA                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ROBE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              INTERNAL DOORS THROUGHOUT




                                                                                                                                                                                                                                                                                                                                                                                 CUP'B+SH
                  15,500




                                                                                                           ROBE                                                                                                                                                                                             ROBE                                                                                                                                                                                                                                                    2400x920




                                                                                                                                                                                                                                                                                                                                                         CONCEALED FLUE - TO MANF. DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MIRROR - BY OTHERS
                                                                                                                                                                                                                                                                                                                                                                                                   FIREPLACE TO BE                                                                                                                                                                                                                                                                                          FAN COIL UNIT
                                00 01 02 03 04                                                                                                                                                                                        2400x2000                                                                                                                                                    INSTALLED AS PER                                                                                                                                                                                        ROBE                                                                                               IN CEILING
                                                                                                                                                                                                                                         CS            PAINTED TIMBER                                                                                                                              MANUFACTURERS DETAILS                                                                                                                                                                                                                                                                                   TBC BY BUILDER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DINING
                                                                                                                                                              FAN COIL UNIT
                           10,400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DECORATIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RAKED CEILING
                                                                                                                                                                                                                 R.L. 146.950
                                                                                              UP W-23
                                                                                                 D-16




     STP                                                                                                                                                                                                                                               'SHAKER' INTERNAL
02




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              04
                                    UP          ST-C                                                                                                            IN CEILING                                        3000 HT.                                               SA
                                                                                                                                                                                                                                                       DOORS THROUGHOUT
                                                                                                                                                                                                                                                                                                                                                                                                        LIVING




                                                                                                                                                                                                                                                                                                                                                                    FIREPLACE
                                                                                                                                                             TBC BY BUILDER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CUP'B
                                                                                                                                                                                                                     TIM                                                                                                                                                                                                                                                                                                                                                                          SKY                            SKY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TIM
                                                                                W-22




                                                                                                                                                                                                                                                                                                                                                 LINEN


                                                                                                                                                                                                                                                                                                                                                                       FP-G
                                                                                                                                                                                                                                                                                                                                                                                                              RAKED CEILING
                                                                                                                                                                                                                                     SL-D                                                                                                                                                                         TIM                                                                                                                                                                             DRW      W . I . DRW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R UNDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LEDGE
                                                                                                                                                                                                     2400x920




                                                                                                                                                                                                                                2400x870




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SH
                                                                                     CBT-R                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3000 HT.
                                                                    BH
                                                                  CUP'B




                                                       DPx2                                                                                                                                                                                                                                                                                                                                                       R.L. 146.950
     GRAVEL




                                                                                                                                                                   ROBE                                                                                                LINEN                                            BR              MH                                                                                                                                                                                                                                                                       CF
                                                                                                                               CUP'B




                                                                                                                                                                                                                                                                                                                                                                                                                       SA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MIR
                                                         GAS 03
                                                          INT




                                                                                                                                                                                                                                                                                                                                                         CUP'B+SH
                                                                                                                                                                                                                 SKY



                                                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                                                                                                        W HT.
                                                                                                                                                                NOTE - 820(MIN) DOOR                                                                                                                                                                                                                                                                                                                                                                                                                              ROBE
                                            CLOTES LINE
                                             LOCATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SH
                                                                                                                                                             CLEARANCE THROUGHOUT




                                                                                                                                                                                                                                                                                                                                                          FP-P
                                                                                                                                                                                                                     SHR
                                                                                                                                                                                                                                                                                                 2400x820



                                                                                                                                                                                                                                                                                                              TF
                                                                                                                                                                                                                                                                                                      P3000
                                                                                                                               BUILT IN TV UNIT




                                                                                                                                                              TO COMPLY WITH LIVABLE
                                                                                                                                                                       HOUSING CODE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2400x1200
                                                                                                                                                                                                       2400x820




                                                                                                                                                                                                                                                                                                    CS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FOYER                                                M U D3000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              R HT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OOM
                                                                                                                                                                                                          SL-D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BH 2550 HT.
                                                                                       STUDY /                                                                                                                                                                                                                          SKY                                                                                                                                                                                                                                                                                                                                                                                FLUSH TRANSITION
                                                                      DESK




                                                                                                                                                                                                          CS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CS
                                                                                                                                                                    BED 04                                                  BATH                                                LDY




                                                                                                                                                                                                                                                                                                                                                                          EXTENT OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3700 HT.                                                                                                                                              COMPLY WITH EN




                                                                                                                                                                                                                                                                                                                                                                           3000 HT.
                                                                                                                                                                                                                                                                                         2400x820

                                                                                       L I B3000
                                                                                              RA    RY                                                                      3000 HT.                                        3000 HT.                                           3000 HT.                             MV                                                                                                                                                                                                                                  TIM                                                            TIM                                                                                 DOOR ACCESS FO
                                                                                                 HT.                                                                                                                                                                                                        WC
                                                   AC UNITS TAP




                                                                                                                                                                               CF                                              TF                                                 TF                                                                                                                                                                                                                                                                R.L. 146.950                                                                                                                                           LIVEABLE HOUSIN
                                                                                                                                                                                                                                                                                             IRON




                                                                                                     TIM                                                                                                                                                                                              3000 HT.                                                                                                                                                                                                                                                                                                                                         LEDGE
                                                                                                 R.L. 146.950                                                                                                                                                                                            TF                                                                                                                                                                                                                                                                               W-13             CUP'B         OHC                                                                                 SA
                                                                                                                                                                                                                     BATH




                                                                                                                                                                                                                                                      WM                                            CBT-R                                                                                                                              AC-V                                   AC-V                                                                                                                                                                                    STEP IN
                  STP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CUP'B
                                                                                                                               IT CUP'B




                                                                                     SA                                                                                                                                                                                                                                                      CUP'B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REF-C
                                                                                                                                                              SA                                                     MV                                                                               W-17                                                                  REF-W                  REF-D
                                                HWS




                                                                                                                                                                                                                                                      DRY                                                                                                                                                                                         DW                    BIN                                                                                                                                       GRAVEL
                                                                                CBT-R                                                                 CBT-R                                                                    CBT-R
              3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3,370
                                                                                                                                                                                                       R.L. 146.900
                                                                                                                                                                                                                                                                                                                        D-12
                                                                                                                                                                                                                                                                                                                2,770




                                                                                                   W-21                                                                         W-20                                               W-19                                               W-18                                                   BUTLERS                                                                                                        KITCHEN                                                                                        W-14                                                                                                                                      W-12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2,670
                                                                                                                                                                                                                                                                                                                                    SA




                                                                                                                                                                                                                                                                                                                                                                                                                  2550x820
                                                                                                               UP                                                                      UP
                                                ST-C




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CUP'B
                                                                                                                                                                                                                                                                                                                                                     2550 HT.                                                                                                      2550 HT.                                                                             UP D-11
                                                                                                    D-15                                                                        D-14                 PATIO                                                                            D-13                                                                                                                                                                                                                                                                                                        ENTRY PATIO
                           1,800




                                    UP
                                                                                                                               1,770




                                                                                                                                                                                                                                                                                                                        UP




                                                                                                                                                                                                                                                                                                                                                       TIM                                                                                                           TIM
                                                                                                                                                                                                     RAKED SOFFIT                                                                                                                                                                                                                                                                                                                                                                                           RAKED SOFFIT
                                00 01 02 03 04                                                                                                                                                           AGG                                                                                                                                                                                                                                                                           WO WO                                                                                                                    AGG
                                                                                                                                                                                                                                                                                                                                               BIN                                           DW                                                CT                                      MW WD                      PANTRY
                                            PST                                                                 PST                                                       PST                                 PST                                                            PST                                                                                                                                                              RH-C                                                                                                                                                  PST                                                         PST
              4                                                                                                DPx2                                                                                                                                                          DPx2                                                                                                                              DP CP                                                                                               INT                                                                              DPx2
                                                                                                                                                                                                                                                                                                                                                          W-16                                                                                         W-15                                                       GAS 02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GASx3                       TAP
                                                                                                                                                                                                                GRAVEL                                                                        STP                                                                                                                                                                                                                                                                STP                                              GRAVEL

                                                                                                           SD                                                                                                                                                                                                                                                                                                                                               STP



                                                                  A                           B                                                                                          RW-B                                                                                                                                  C                                                     D                                                            SD          1                                                                  E                                           F
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RW-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2
         3.2               Floor Plan - Part A
                                1:100
                                                                                                     Revision                                                                                                   Notes.
                                                                                                                                                                                                                                                                                                                                           01
                                                                                                                                                                                                                                                                                                                                                                                                                                        Project                                                Client
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0                       1           2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Drawing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Author


                           reitsma
                                                                                                                                                                                                                Figured dimensions only are to be taken from this drawing.                                   All works must comply with NCC, local authority and all                                                   N                EDWARDS RESIDENCE                                      J. + D. Edwards                                                   Floor Plan - Part A                                                          11/06/2024                                              TEAM
                                                                                                                                                                                                                All dimensions, bearings, exis ng services, mandatory council                                relevant geographical/wind category requirements. All
                                                                                                                                                                                                                restraints/requirements and proposed levels are to be checked and
                                                                                                                                                                                                                

Section 7

verified on site by builder/client prior to commencement of works.
                                                                                                                                                                                                                                                                                                             cut and fill ba ers are indica ve only and must be
                                                                                                                                                                                                                                                                                                             established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT 13 (No. 146) FERRELLS                                                                                                                                                                             Scale                                                        Revision
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Builder
        +61 493 062 182                                      13 Ridgewood Road.
                                                                                                                                                                                                                Any discrepancies must be communicated to the designer prior to                              proposed slab and/or floor levels                                                                                           ROAD                                                   Craig Bri en                                                                                                                                    1:100                                                            A
                                                                                                                                                                                                                commencement of works. Please note, builder specifica ons and                                 These drawings are to be read in conjunc on with other                                                                                                                                                                                              Stage
                                                                      Caloundra                                                                                                                                 signed contracts to take precedence over all Reitsma documenta on.                           relevant consultants drawings and reports.                                                                                 COOROY                                                                                                                                                                                                Project Number                                   Sheet Number
        [email protected]                                           QLD, 4551                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DEVELOPMENT APPROVAL
        www.reitsma.com.au                                             Australia
                                                                                                                                                                                                                © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
                                                                                                                                                                                                                QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                                                                                                                                                                                                                        QLD      4563                                          Ph: 0421 338 630                                                  NOT SUITABLE FOR CONSTRUCTION                                                4661                                                         9 /94

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