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Amended Architectural Plans

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Plans and drawings

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                                                DRAWING TRANSMITTAL
                                No.     TITLE                                               REV     DATE
                                01-01   COVER SHEET                                    11         01-12-22
                                01-02   LOCATION PLAN                                  11         01-12-22
                                01-03   SITE PLAN                                      07         01-12-22
                                01-04   AREAS - GROUND                                 05         01-12-22
                                01-05   AREAS - UPPER                                  05         01-12-22
                                02-00   BLOCK UP BASE PLAN                             06         01-12-22
                                02-01   GROUND FLOOR PLAN                              12         01-12-22
                                02-02   UPPER FLOOR PLAN                               12         01-12-22
                                02-03   ROOF PLAN                                      12         01-12-22
                                02-04   GROUND FLOOR GFA                               10         01-12-22
                                02-05   UPPER FLOOR GFA                                10         01-12-22
                                02-06   GROUND FLOOR DIMENSION PLAN                    09         01-12-22
                                02-07   UPPER FLOOR DIMENSION PLAN                     09         01-12-22
                                03-01   REFLECTED CEILING PLAN - GROUND                05         01-12-22
                                03-02   REFLECTED CEILING PLAN - UPPER                 05         01-12-22
                                04-01   ELEVATIONS                                     10         01-12-22
                                04-02   ELEVATIONS                                     10         01-12-22
                                04-03   ELEVATIONS                                     10         01-12-22
                                05-01   SECTION A & B                                  09         01-12-22
                                05-02   SECTION C & D                                  09         01-12-22
                                05-03   SECTION E & F                                  09         01-12-22
                                05-04   SECTION G & H                                  09         01-12-22
                                05-05   SECTION I & J                                  09         01-12-22
                                05-06   SECTION K & L                                  06         01-12-22
                                05-07   SECTION M & N                                  06         01-12-22
                                05-08   SECTION O & P                                  06         01-12-22
                                08-01   WINDOW SCHEDULE                                06         01-12-22
                                08-02   WINDOW SCHEDULE                                06         01-12-22
                                09-01   DOOR SCHEDULE                                  06         01-12-22
                                12-01   GROUND FLOOR JOINERY - GARAGE                  06         01-12-22
                                12-02   GROUND FLOOR JOINERY - LAUNDRY                 06         01-12-22
                                12-03   GROUND FLOOR JOINERY - BATH                    06         01-12-22
                                12-04   GROUND FLOOR JOINERY - BED 02                  06         01-12-22
                                12-05   GROUND FLOOR JOINERY - BED 03                  06         01-12-22
                                12-06   GROUND FLOOR JOINERY - STUDY                   06         01-12-22       STREET VIEW
                                12-08   GROUND FLOOR JOINERY - DRY COURT               05         01-12-22   -
                                                                                                                               notes :
                                                                                                                 Scale NTS
                                12-09   GROUND FLOOR JOINERY - BBQ TERRACE             06         01-12-22
                                                                                                                               1        The designs, drawings and specification are copyright and always
                                12-10   UPPER FLOOR JOINERY - KITCHEN (PART 1)         06         01-12-22                              remain the property of Archend.
                                12-11   UPPER FLOOR JOINERY - KITCHEN (PART 2)         06         01-12-22
                                12-12   UPPER FLOOR JOINERY - KITCHEN (PART 3)         05         01-12-22                     2        Before commencing construction:
                                                                                                                                        - Verify all dimensions and levels.
                                12-13   UPPER FLOOR JOINERY - MASTER ROBE (PART 1)     06         01-12-22                              - Verify location and levels of all services on site.
                                12-14   UPPER FLOOR JOINERY - MASTER ENS               06         01-12-22                              - Verify that floor levels and finished levels will enable connection to
                                12-15   UPPER FLOOR JOINERY - MASTER LIVING (PART 1)   06         01-12-22                               services.

                                12-16   UPPER FLOOR JOINERY - MASTER LIVING (PART 2)   04         01-12-22
                                                                                                                               3        Do not scale this drawing. When in doubt refer to Designer.
                                16-01   ELECTRICAL PLAN - GROUND                       05         01-12-22
                                16-02   ELECTRICAL PLAN - UPPER                        05         01-12-22                     issue amendment log                                                                by         date
                                                                                                                                   01       PRELIMINARY PRICING ISSUE                                             AS        26-05-22
                                16-03   ELECTRICAL PLAN - ROOF                         05         01-12-22
                                17-01   PERSPECTIVE                                    07         01-12-22                         02       ISSUE FOR FIXTURES COORDINATION                                       AS        08-06-22

                                17-02   PERSPECTIVE                                    07         01-12-22                         03       REVISED ISSUE                                                         AS        20-06-22
                                17-03   PERSPECTIVE                                    07         01-12-22                         04       UPLDATED PLAN ISSUE                                                   MF        07-07-22
                                17-04   PERSPECTIVE                                    07         01-12-22
                                                                                                                                   05       UPDATED ISSUE                                                         MF        11-07-22
                                17-05   PERSPECTIVE                                    07         01-12-22
                                                                                                                                   06       POOL UPDATE ISSUE                                                     AS        10-08-22
                                17-06   PERSPECTIVE                                    07         01-12-22
                                17-07   PERSPECTIVE                                    07         01-12-22                         07       PLANNING ASSESSMENT                                                   AS        30-08-22

                                17-08   PERSPECTIVE                                    07         01-12-22                         08       PRICING SET                                                           MF        24/10/22

                                17-09   PERSPECTIVE                                    07         01-12-22                         09       PRICING ISSUE UPDATE                                                  AS        16-11-22
                                17-10   PERSPECTIVE                                    07         01-12-22
                                                                                                                                   10       RFI ISSUE                                                             MF        25-11-22
                                17-11   PERSPECTIVE                                    07         01-12-22
                                                                                                                                   11       COORDINATION ISSUE FOR APPROVAL                                       AS        01-12-22
                                17-12   PERSPECTIVE                                    07         01-12-22
                                17-13   PERSPECTIVE                                    07         01-12-22
                                17-14    PERSPECTIVE                                   07         01-12-22                                                   TENDER ISSUE
                                17-15   PERSPECTIVE                                    07         01-12-22
                                                                                                                                              NOT FOR CONSTRUCTION
                                17-16   PERSPECTIVE                                    07         01-12-22
                                                                                                                                                        CHECKED : .............................................
                                17-17   PERSPECTIVE                                    07         01-12-22
                                17-18   PERSPECTIVE                                    07         01-12-22
                                17-19   PERSPECTIVE                                    07         01-12-22
                                17-20   PERSPECTIVE                                    07         01-12-22
                                17-21   PERSPECTIVE                                    07         01-12-22
                                17-22   PERSPECTIVE                                    07         01-12-22
                                                                                                                                                                                                       [email protected]

                                                                                                                                                                                                       QLD. QBCC: 15226654

                                                                                                                                   project:
                                                                                                                                   'CASA DELLA ONDE'
                                                                                                                                   47 WAVECREST DR, CASTAWAYS
                                                                                                                                   BEACH, 4567
                                                                                                                                   client:
                                                                                                                                   JOHN & LINDA O'CONNOR

                                                                                                                                   title:

                                                                                                                                   COVER SHEET

                                                                                                                                   north                                                      date:                    01-12-22

                                                                                                                                                                                              drawn:                   MF

                                                                                                                                                                                              checked:                 AH

                                                                                                                                                                                              scale @ A1 :             NA
                                                                                                                                   project D21-045_A
                                                                                                                                                                                              scale @ A3 :             NA
                                                                                                                                   drawing 01-01
                                                                                                                 AERIAL VIEW                                                                  sheet:                   A1
                                                                                                             -   Scale NTS         revison 11

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Full text of sections 2 to 7 (of 27)

Section 2

                            REAL PROPERTY DESCRIPTION
                            LOT 119 on MCH807481
                            SITE AREA: 683.59m²
                            COUNCIL: NOOSA COUNCIL
                            ZONING : LOW DENSITY RESIDENTIAL
                            OVERLAYS: LAND SUBJECT TO ACID SULFATE SOILS OVERLAY
                                        BUSHFIRE HAZARD OVERLAY
                                        LANDSLIDE HAZARD OVERLAY



                            PROPERTY DESCRIPTION
                            BUILDING CLASS: CLASS 1
                            TYPE: NEW BUILD




                                                                                              CASTAWAYS
                                                                                              BEACH



                                                                                                                                         notes :

                                                                                                                                         1        The designs, drawings and specification are copyright and always
                                                                                                                                                  remain the property of Archend.


                                                                                                                                         2        Before commencing construction:
                                                                                                                                                  - Verify all dimensions and levels.
                                                                                                                                                  - Verify location and levels of all services on site.
                                                                                                                                                  - Verify that floor levels and finished levels will enable connection to
                                                                                                                                                   services.



                                                                                             MARCUS                                      3        Do not scale this drawing. When in doubt refer to Designer.

                                                                                                                                         issue amendment log                                                                by         date



                                                                                             BEACH
                                                                                                                                             01       PRELIMINARY PRICING ISSUE                                             AS        26-05-22

                                                                                                                                             02       ISSUE FOR FIXTURES COORDINATION                                       AS        08-06-22

                                                                                                                                             03       REVISED ISSUE                                                         AS        20-06-22

                                                                                                                                             04       UPLDATED PLAN ISSUE                                                   MF        07-07-22

                                                                                                                                             05       UPDATED ISSUE                                                         MF        11-07-22

                                                                                                                                             06       POOL UPDATE ISSUE                                                     AS        10-08-22

                                                                                                                                             07       PLANNING ASSESSMENT                                                   AS        30-08-22

                                                                                                                                             08       PRICING SET                                                           MF        24/10/22

                                                                                                                                             09       PRICING ISSUE UPDATE                                                  AS        16-11-22

                                                                                                                                             10       RFI ISSUE                                                             MF        25-11-22

                                                                                                                                             11       COORDINATION ISSUE FOR APPROVAL                                       AS        01-12-22




                                                                                                                                                                       TENDER ISSUE
                                                                                                                                                        NOT FOR CONSTRUCTION
                                                                                                                                                                  CHECKED : .............................................




                                                                                                          SUBJECT
                                                                                   SUBJECT                SITE                                                                                                   [email protected]

                                                                                                                                                                                                                 QLD. QBCC: 15226654

                                                                                   SITE                                                      project:
                                                                                                                                             'CASA DELLA ONDE'
                                                                                                                    300
                                                                                                                       m   TO
                                                                                                                                             47 WAVECREST DR, CASTAWAYS
                                                                                                                              B
                                                                                                                           WA REAKI
                                                                                                                              VE    NG       BEACH, 4567
                                                                                                                                             client:
                                                                                                                                             JOHN & LINDA O'CONNOR

                                                                                                                                             title:

                                                                                                                                             LOCATION PLAN

                                                                                                                                             north                                                      date:                    01-12-22

                                                                                                                                                                                                        drawn:                   MF

                                                                                                                                                                                                        checked:                 AH

                                                                                                                                                                                                        scale @ A1 :             NA
                                                                                                                                             project D21-045_A
                                                                                                                                                                                                        scale @ A3 :             NA
                                                                                                                                             drawing 01-02
                                                                                                                                                                                                        sheet:                   A1
                                                                                                                                             revison 11

GSPublisherVersion 645.0.99.0

Section 3

                 AREAS:

                 GROUND LEVEL GFA:                                  179.0m2
                 GROUND LEVEL EXTERNAL AREA -
                 TERRACES, PORCH, PATH & DRIVEWAY                   185.0m2

                 UPPER LEVEL GFA:                                   113.0m2

                 SITE COVER %: (SITE COVER / SITE AREA)

                 GROUND LEVEL -                     223.0m2 / 683.59 = 32.6%
                 UPPER LEVEL -                      169.0m2 / 683.59 = 24.7%                                                                                       01
                                                                                                                                                                                            G                   F
                                                                                                                                                                                                                    02
                                                                                                                                                                                                                         E   D             CP
                                                                                                                                                                                                                                               03
                                                                                                                                                                                                                                                              B                                           A
                                                                                                                                                                                                                                                                                                              04                               05
                                                                                                                             2,730
                                                                                                                           SETBACK
                                                                                                                                                                            5,180                                             4,000                                       6,335                                              3,075
                 SOFT LANDSCAPING %: (SOFT LANDSCAPING / SITE AREA)                                                                     1500 SETBACK
                                                                                                                                                                                                                                                                                                         H
                                                                                                                                        2000 SETBACK                                            EX. RL 18.750                              EX. RL 18.500
                                                                                                                                        2500 SETBACK
                                                299.00m / 683.59 = 43.74%
                                                          2
                                                                                                                                 A                                                                                                                                                                                                                                                                         A
                                                                                                                                                                                                                                                                  EX. RL 18.250




                                                                                                                                                       SETBACK




                                                                                                                                                                                                                                                                                                              SETBACK
                                                                                                                                                         2,331




                                                                                                                                                                                                                                                                                                                5,064
                                                                                                                             I                                                                                                                                                                                                                                                                                 I
                                                                                                                                                                                                                                                                                                                                                      2,560CK




                                                                                                                                     4,010




                                                                                                                                                                                                                                                                                                                                                                                                   4,010
                                                                                                                                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                                                                                                                     SETB
                                                                                                                                                    EX. RL 18.750
                                                                                                                                                                                                                                                                                                                    EX. RL 18.250
                                                                                                                             2,685
                                                                                                                           SETBACK




                                                                                                                                                                                                                                                                                                                              1m
                                                                                                                                                                                                                                                                                                                                   2
                                                                                                                                 B                                                                                                                                                                                                                                                                         B




                                                                                                                                     2,090




                                                                                                                                                                                                                                                                                                                                                                                                   2,090
                                                                                                                                                                                                                                                                                                                                    9m
                                                                                                                             J                                                                                                                                                                                                                                                                                 J




                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                 C                                                                                                                                                                                                                                                                         C
                                                                                                                                                    EX. RL 18.500

                                                                                                                             K
                                                                                                                                                                                                                                                                  PROPOSED                                                                                                                                     K




                                                                                                  UNDERSIDE OF OVERHEADS
                                                                                                   LED STRIP LIGHTING TO
                                                                                                                                                                                                                                                                  DWELLING




                                                                                                                                     4,510




                                                                                                                                                                                                                                                                                                                                                                                                   4,510
                                                                                                                                                                                                                                                                                                                                                                                                                                             0           1            2            3           4           5
                                                                                                                                                                                                                                                     GARAGE LEVEL INTERNAL = RL 18.065

                                                                                                                                                                                                                                                   GROUND LEVEL INTERNAL = RL 18.665

                                                                                                                             L                                                                                                                           UPPER LEVEL INTERNAL = RL 21.775                                                                                                                      L   3                                               SCALE 1:100                                                 1:100
                                                                                                                                                    EX. RL 18.250
                                                                                                                                 D                                                                                                                                                                                                                                                                         D
                                                                                                                                                                                                                                                                                                                                                                                                                       notes :
                                                                                                                            M                                                                                                                                                                                                                                                                                  M




                                                                                                                                     3,960




                                                                                                                                                                                                                                                                                                                                                                                                   3,960
                                                                                                                                                    EX. RL 18.000                                                                                                                                                                                                                                                      1        The designs, drawings and specification are copyright and always
                                                                                                                             2,565
                                                                                                                           SETBACK                                                                                                                                                                                                                                                                                              remain the property of Archend.
                                                                                                                                             1800HSCRN12
                                                                                                                                                   x 2500W                                                                                                                                                                                      1800H x 2450W




                                                                                                                                                                                   18
                                                                                                                                             O/ALL w 1200W                                                                                                                                                                                      O/ALL w 1200W                                                          2        Before commencing construction:




                                                                                                                                                                                     .29
                                                                                                                            N                 SWING GATE                                                                                                                                                                                         SWING GATE                                                    N




                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                                                                                - Verify all dimensions and levels.
                                                                                                                                 E                                                                                                                                                                                                                                                                         E                    - Verify location and levels of all services on site.
                                                                                                                                                 EX. RL 17.750
                                                                                                                                                                                                                                                                                                                                                                             2,551CK                                            - Verify that floor levels and finished levels will enable connection to
                                                                                                                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                                                                                                                                                            SETB
                                                                                                                                                                                                                                                                                                                                                                                                                                 services.
                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                             3m




                                                                                                                                     4,175




                                                                                                                                                                                                                                                                                                                                                                                                   4,175
                                                                                                                                                                                                                                                                                                                                                                                                                       3        Do not scale this drawing. When in doubt refer to Designer.
                                                                                                                             2,518
                                                                                                                           SETBACK
                                                                                                                                                  EX. RL 17.500                                                                                                                                                                                                                                                    issue amendment log                                                                         by           date
                                                                                                                            O                                                                         4 m2 UNDER                                                                                                                                                                                               O           01       UPDATED ISSUE                                                              MF        11-07-22

                                                                                                                                 F                                                                                                                                                                                                                                                                         F               02       POOL UPDATE ISSUE                                                          AS        10-08-22

                                                                                                                                                                                                                                                                                                                                                                                                                           03       PLANNING ASSESSMENT                                                        AS        30-08-22

                                                                                                                                     2,415




                                                                                                                                                                                                                                                                                                                                                                                                   2,415
                                                                                                                                                                                                                                                                                                                                                                              12
                                                                                                                                                                                                                                                                                                                                                                       SCRN                                                04       PRICING SET                                                                MF        24/10/22
                                                                                                                                                                                                                                                                                                                                                                            Hx
                                                                                                                                                  EX. RL 17.500                                                                                                                                                                                                        1500
                                                                                                                                                                                                                                                                                                                                                                         115 W
                                                                                                                                                                                                                                                                                                                                                                            0                                              05       PRICING ISSUE UPDATE                                                       AS        16-11-22
                                                                                                                                 G                                                                                                                                                                                                                                                                         G
                                                                                                                             2,491
                                                                                                                           SETBACK                                                                                                                                                                                                                                  40 m2                                                  06       RFI ISSUE                                                                  MF        25-11-22

                                                                                                                                                   EX. RL 17.250                                                                                                                                                                                                                                                           07       COORDINATION ISSUE FOR APPROVAL                                            AS        01-12-22
                                                                                                                                                                                                                                                                                                                                                                                   EX. RL 16.500
                                                                                                                                                                                                                                                                                                                                             EX. RL 17.000
                                                                                                                                                                                                                                                                                                                                                                EX. RL 16.750
                                                                                                                                                   EX. RL 17.000                                                                                                                                                                                                                   N12
                                                                                                                                                                                                                                                                                                                                                                                SCR
                                                                                                                                                                                            5,180                             4,000                                       6,335                                              3,075                                                       Hx
                                                                                                                                                                                                                                                                                                                                                                                    1800
                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                     2 0
                                                                                                                                                                                                                                                                                                                                                                                      0 0
                                                                                                                                                                   01                                               02                         03                                                             04                               05
                                                                                                                                                                                                                                                                                                                                                                                H
                                                                                                                                                                        SETBAC




                                                                                                                                                                                                        2
                                                                                                                                                                                       242 m
                                                                                                                                                                         8,767




                                                                                                                                                   EX. RL 16.750




                                                                                                                                                                                                                                               SETBACK
                                                                                                                                                                                                                                                                                                            N12
                                                                                                                                                                                                                                                                                                         SCR
                                                                                                                                                                                                                                                                                                                                                                                                                                                      TENDER ISSUE




                                                                                                                                                                                                                                                 3,842
                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                         GAT
                                                                                                                                                                                                                                                                                                                    ICLE
                                                                                                                                                                               K




                                                                                                                                                                                                                                                                                                                 VEH
                                                                                                                                                                                                                                                                                                             ING
                                                                                                                                                   EX. RL 16.500                                                                                                                                     W   SLID                                                                                                                         NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                              5000
                                                                                                                                                                                                                                                                N12                      Hx
                                                                                                                                                                                                                                                             SCR                  1800
                                                                                                                                                                                                                                                                                                                                                                                                                                                 CHECKED : .............................................
                                                                                                                                                                                                                             SCRN12                                 Hx
                                                                                                                                                                                                                                                               1800
                                                                                                                                                                                                                                                                      W
                                                                                                                                                   EX. RL 16.250                                                                                                 1750 w
                                                                                                                                                   EX. RL 16.000                                 SCRN12                          1800H x                            A L L
                                                                                                                                                                                                                                                                 O/
                                                                                                                                                                                                                                  600W       P                     1200
                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                 1800H x                                                                 ING
                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                                  600W                                                                      E
                                                                                                                                                                                            G                   F        E   D             C                  B       GAT                                 A


                                                                                                                                                                                                                                                                                                                                        ER
                                                                                                                                                                                                                                                                                                                                  SOV
                                                                                                                                                                                                                                                                                                                            ROS
                                                                                                                                                                                                                                                                                                                                                                          E                                                                                                                     [email protected]

                                                                                                                                                                                                                                                                                                                                                                      I V
                                                                                                                                                                                                                                                                                                                       0C
                                                                                                                                                                                                                                                                                                                  5,00

                                                                                                                                                                                                                                                                                                                                                         D R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                QLD. QBCC: 15226654

                                                                                                                                                                                                                                                                                                                                                                                                                           project:

                                                                                                                                                                                                                                                                                                                  E                     S T                                                                                'CASA DELLA ONDE'
                                                                                                                                                                                                                                                                                                              C R                                                                                                          47 WAVECREST DR, CASTAWAYS
                                                                                                                                                                                                                                                                           V                         E
                                                                                                                                                                                                                                                                       W A                                                                                                                                                 BEACH, 4567
                                                                                                                                                                                                                                                                                                                                                                                                                           client:
                                                                                                                                                                                                                                                                                                                                                                                                                           JOHN & LINDA O'CONNOR

                                                                                                                                                                                                                                                                                                                                                                                                                           title:

                                                                                                                                                                                                                                                                                                                                                                                                                           SITE PLAN

                                                                                                                                                                                                                                                                                                                                                                                                                           north                                                       date:                        01-12-22
                                                                               0.   SITE PLAN                                                                                                                                                                                                                                                                                                                                                                                          drawn:                       MF
                                                                               -    Scale 1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       checked:                     AH

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       scale @ A1 :                 1:100
                                                                                                                                                                                                                                                                                                                                                                                                                           project D21-045_A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       scale @ A3 :                 1:200
                                                                                                                                                                                                                                                                                                                                                                                                                           drawing 01-03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       sheet:                       A1
                                                                                                                                                                                                                                                                                                                                                                                                                           revison 07

GSPublisherVersion 645.0.99.0

Section 4

                                       01                                              02                                 03                                         04                   05

                                                                                                                                                                                                           AREAS:


                                                                                                                                                                                                           FECA/GFA (FULLY ENCLOSED COVERED AREA/GROSS FLOOR AREA):
                                                                                                                                                                                                           GROUND LEVEL                                                                                                               = 178.0m2
                                                                                                                                                                                                           UPPER LEVEL                                                                                                                = 78.0m2
                    A
                                                                                                                                                                                                           TOTAL                                                                                                                      = 256.0m2

                                                                                                                                                                                                           UCA (UNENCLOSED COVERED AREA):
                                                                                                                                                                                                           GROUND LEVEL                                                                                                               = 49.0m2
                                                                                                                                                                                                           UPPER LEVEL                                                                                                                = 54.0m2
                                                         BBQ        22 m2 UCA                                                                                                                              TOTAL                                                                                                                      = 103.0m2
                                                       TERRACE

                                                                                                                                                                                                           OPEN TERRACE/COURT (TERRACE/COURT AREAS NOT UNDER COVER):
                                                                                                           POOL                                                                                            LOWER LEVEL                                                                                                                =   4.0m2
                                                                                                                                                                                                           GROUND LEVEL                                                                                                               = 73.0m2
                                                                                                                                                                                                           UPPER LEVEL                                                                                                                = 0.0m2
                    B
                                                                                                                                                        LIFT SHAFT                                         TOTAL                                                                                                                      = 73.0m2

                                                                                                                                   LAUNDRY
                                                                                                                                                                          69 m2
                                                        RUMPUS
                    C

                                                                            178 m2 FECA                      PASSAGE




                                                                                       ENTRY
                                                                                 ENTRY VOID

                                                                                                                                                                                                                                                   notes :
                                                                 BATH01                                                                      GARAGE                                DRY                                                             1        The designs, drawings and specification are copyright and always

                                                                                                                                                                                  COURT                                                                     remain the property of Archend.


                                                                                                                                                                                                                                                   2        Before commencing construction:
                                                                                                                                                                                                                                                            - Verify all dimensions and levels.
                   D                                                                                                                                                                                                                                        - Verify location and levels of all services on site.
                                                                                                                                                                                                                                                            - Verify that floor levels and finished levels will enable connection to
                                                                                                                                                                                                                                                             services.

                                                       BED 02                                                                                                                                                                                      3        Do not scale this drawing. When in doubt refer to Designer.


                                                                                                   PORCH                                                                                                                                           issue amendment log                                                                 by           date
                                                                                                                                                                                                                                                       01                                                                              AS          21-10-22

                                                                                                                                                                                                                                                       02       PRICING SET                                                            MF          24/10/22

                                                                                                                                                                                                                                                       03       PRICING ISSUE UPDATE                                                   AS          16-11-22
                                                                                HALL
                                                                                                                                                                                                                                                       04       RFI ISSUE                                                              MF          25-11-22

                                                                                                                                                                                                                                                       05       COORDINATION ISSUE FOR APPROVAL                                        AS          01-12-22




                    E
                                                       BED 03
                                                                                                                                    5 m2 UCA

                                                                                                                               684 m2
                                                                                                                                                                                                                                                                                 TENDER ISSUE
                                                                                                                                                                                                                                                                  NOT FOR CONSTRUCTION
                                                                    STUDY                                                                                                                                                                                                   CHECKED : .............................................

                                                                                                                   ENTRYWAY                  DRIVEWAY

                                                                                                                       14 m2                                                                      BINS
                                                                                                                                                                                               HARDSTAND
                    F
                                                                                            6.9°                                                                                                                                                                                                                           [email protected]

                                                                                                                                                                                                                                                                                                                           QLD. QBCC: 15226654


                                                          22 m2 UCA                                                                                                                                                                                    project:
                                                                                                                                                                                                                                                       'CASA DELLA ONDE'
                                                                                                                                                                                                                                                       47 WAVECREST DR, CASTAWAYS
                                                                                                                                                                                                                                                       BEACH, 4567
                   G                                                                                                                                                                                                                                   client:
                                                                                                                                                                                                                                                       JOHN & LINDA O'CONNOR

                                                                                                                                                                                                                                                       title:

                                                                                                                                                                                                                                                       AREAS - GROUND

                                                                                                                                                                                                                                                       north                                                      date:                     01-12-22

                                                                                                                                                                                                                                                                                                                  drawn:                    MF

                                                                                                                                                                                                                                                                                                                  checked:                  AH

                                                                                                                                                                                                                                                                                                                  scale @ A1 :              1:50
                                                                                                                                                                                                                                                       project D21-045_A
                                                                                                                                                                                                                                                                                                                  scale @ A3 :              1:100
                                                                                                                                                                                                                                                       drawing 01-04
                                       01                                              02                                 03                                         04                   05                                                                                                                      sheet:                    A1
      0.              AREAS - GROUND                                                                                                                                                                                                                   revison 05
                                            SETBAC
                                             8,767




         -            Scale 1:50
GSPublisherVersion 645.0.99.0
                                                   K

Section 5

                                               01                              02                                     03                                    04    05
                                                                                                                                                                         AREAS:


                                                                                                                                                                         FECA/GFA (FULLY ENCLOSED COVERED AREA/GROSS FLOOR AREA):
                                1500 SETBACK                                                                                                                             GROUND LEVEL                                                                                                               = 178.0m2
                                2000 SETBACK                                                                                                                             UPPER LEVEL                                                                                                                = 78.0m2

                A
                                2500 SETBACK                                                                                                                             TOTAL                                                                                                                      = 256.0m2

                                                                                                                                                                         UCA (UNENCLOSED COVERED AREA):
                                                                                                                                                                         GROUND LEVEL                                                                                                               = 49.0m2
                                                                                                                                                                         UPPER LEVEL                                                                                                                = 54.0m2

                                                                                                                                                                         TOTAL                                                                                                                      = 103.0m2

                                                                                                                                                                         OPEN TERRACE/COURT (TERRACE/COURT AREAS NOT UNDER COVER):
                                                                                                                                                                         LOWER LEVEL                                                                                                                =   4.0m2
                                                                                                                                                                         GROUND LEVEL                                                                                                               = 73.0m2
                                                        MASTER BALCONY
                                                                                                                                                                         UPPER LEVEL                                                                                                                = 0.0m2

                 B                                                                                                                                                       TOTAL                                                                                                                      = 73.0m2




                                                                                    WASTE02
                                                                                                    34 m2 UCA              LIVING
                                                                                                                                               LIFT SHAFT


                                                                                                      EXTERNAL              DECK
                                                                                                        VOID




                                                                                    WASTE02 UNDER
                                                              MASTER
                                                                         ENS

                 C
                                                                                                      INTERNAL
                                                                                                        VOID


                                                                                                                                    LIVING



                                                                                                                                             111 m2 FECA                                                         notes :

                                                                                                                                                                                                                 1        The designs, drawings and specification are copyright and always
                                                                                                                                                                                                                          remain the property of Archend.


                                                                                                                                                                                                                 2        Before commencing construction:
                                                                                                            BRIDGE
                                                                                                                                                                                                                          - Verify all dimensions and levels.
                                                                                                                                                                                                                          - Verify location and levels of all services on site.
                                                                                                                                                                                                                          - Verify that floor levels and finished levels will enable connection to
                D                                                                                                                                                                                                          services.


                                                                                                                                                                                                                 3        Do not scale this drawing. When in doubt refer to Designer.

                                                                                                                                                                                                                 issue amendment log                                                                 by           date
                                                                                                                                                                                                                     01                                                                              AS          21-10-22
                                                                               DINING
                                                    KITCHEN                                                                                                                                                          02       PRICING SET                                                            MF          24/10/22
                                                                                                           EXTERNAL
                                                                                                             VOID                                                15.4°                                               03

                                                                                                                                                                                                                     04
                                                                                                                                                                                                                              PRICING ISSUE UPDATE

                                                                                                                                                                                                                              RFI ISSUE
                                                                                                                                                                                                                                                                                                     AS

                                                                                                                                                                                                                                                                                                     MF
                                                                                                                                                                                                                                                                                                                 16-11-22

                                                                                                                                                                                                                                                                                                                 25-11-22

                                                                                                                                                                                                                     05       COORDINATION ISSUE FOR APPROVAL                                        AS          01-12-22




                                                                                                           20 m2 UCA
                 E




                                                                                                                                                                                                                                               TENDER ISSUE
                                                                                                                                                                                                                                NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                          CHECKED : .............................................




                 F                                                                                                                                                                                                                                                                       [email protected]

                                                                                                                                                                                                                                                                                         QLD. QBCC: 15226654

                                                                                                                                                                                                                     project:
                                                                                                                                                                                                                     'CASA DELLA ONDE'
                                                                                                                                                                                                                     47 WAVECREST DR, CASTAWAYS
                                                                                                                                                                                                                     BEACH, 4567
                                                                                                                                                                                                                     client:
                                                                                                                                                                                                                     JOHN & LINDA O'CONNOR
                G
                                                                                                                                                                                                                     title:

                                                                                                                                                                                                                     AREAS - UPPER

                                                                                                                                                                                                                     north                                                      date:                     01-12-22

                                                                                                                                                                                                                                                                                drawn:                    MF

                                                                                                                                                                                                                                                                                checked:                  AH

                                                                                                                                                                                                                                                                                scale @ A1 :              1:50
                                                                                                                                                                                                                     project D21-045_A
                                                                                                                                                                                                                                                                                scale @ A3 :              1:100
                                                                                                                                                                                                                     drawing 01-05
                                                                                                                                                                                                                                                                                sheet:                    A1
                                                                                                                                                                                                                     revison 05
                                               01                              02                                     03                                    04    05
      1.              AREAS - UPPER
GSPublisherVersion 645.0.99.0

Section 6

                                                                                     01   G           F   02   E      D                          C P 03            B                   A   04                   05

                                                                                              5,180                        4,000                                               6,335            3,075
                                                                                                                                                           SITE BOUNDA                                                                                         0         1                  2                    3                         4                    5
                                                                                                                                                                      RY               H

                                                                                                                                                                NW
                                                                                                                                                               04-02


                                                                                                                                                                                                                                                                   2   SCALE
                                                 A                                                                                                                                                                                                     A           -                                                                                                 1:50

                                                                                                                   BLOCK UP BASE FOR POOL




                                             I       4,010                                                                                                                                                                                                 I




                                                                                                                                                                                                                                               4,010
                                                 B                                                                                                                                                                                                     B
                                                     2,090




                                                                                                                                                                                                                                               2,090
                                             J                                                                                                                                                                                                             J




                                                 C                                                                                                                                                                                                     C


                                                                                                                                                                                                         NE
                                                                                                                                                                                                        04-01
                                             K                                                                                                                                                                                                             K
                                                             SITE BOUNDARY




                                                                                                                                                                                                                         SITE
                                                                                                                                                                                                                              BOU
                                                     4,510




                                                                                                                                                                                                                                               4,510
                                                                                                                                                                                                                                 NDA
                                                                                                                                                                                                                                    RY
                                                                                                                                                                                                                                                                             notes :

                                                                                                                                                                                                                                                                             1        The designs, drawings and specification are copyright and always
                                                                                                                                                                                                                                                                                      remain the property of Archend.
                                             L                                                                                                                                                                                                             L
                                                                                                                                                                                                                                                                             2        Before commencing construction:
                                                                                                                                                                                                                                                                                      - Verify all dimensions and levels.
                                                 D                                                                                                                                                                                                     D                              - Verify location and levels of all services on site.
                                                                                                                                                                                                                                                                                      - Verify that floor levels and finished levels will enable connection to
                                                                                                                                                                                                                                                                                       services.
                                                                              SW
                                                                             04-02
                                                                                                                                                                                                                                                                             3        Do not scale this drawing. When in doubt refer to Designer.

                                                                                                                                                                                                                                                                             issue amendment log                                                                by           date
                                             M                                                                                                                                                                                                             M                     01       SECTION ISSUE FOR PRICING                                             HC          18-07-22
                                                     3,960




                                                                                                                                                                                                                                               3,960
                                                                                                                                                                                                                                                                                 02       FOR COORDINATION                                                      AS          14-09-22

                                                                                                                                                                                                                                                                                 03       PRICING SET                                                           MF          24/10/22

                                                                                                                                                                                                                                                                                 04       PRICING ISSUE UPDATE                                                  AS          16-11-22

                                                                                                                                                                                                                                                                                 05       RFI ISSUE                                                             MF          25-11-22
                                                                                                                       BLOCK UP BASE FOR HOUSE
                                                                                                                                                                                                                                                                                 06       COORDINATION ISSUE FOR APPROVAL                                       AS          01-12-22
                                             N                                                                                                                                                                                                             N

                                                 E                                                                                                                                                                                                     E
                                                                                                                                                                                                                      SE2
                                                                                                                                                                                                                     04-03




                                                                                                                                                                                                                                                                                                           TENDER ISSUE
                                                     4,175




                                                                                                                                                                                                                                               4,175
                                                                                                                                                                                                                                                                                            NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                      CHECKED : .............................................




                                             O                                                                                                                                                                                                             O


                                                 F                                                                                                                                                                                                     F
                                                                                                                                                                                                                                                                                                                                                     [email protected]

                                                                                                                                                                                                                                                                                                                                                     QLD. QBCC: 15226654
                                                     2,415




                                                                                                                                                                                                                                               2,415
                                                                                                                                                                                                                                                                                 project:
                                                                                                                                                                                                                                                                                 'CASA DELLA ONDE'
                                                                                                                                                                                                                                                                                 47 WAVECREST DR, CASTAWAYS
                                                                                                                                                                                                                                                                                 BEACH, 4567
                                                 G                                                                                                                                                                                                     G                         client:
                                                                                                                                                                                                                                                                                 JOHN & LINDA O'CONNOR

                                                                                                                                                                                                                                                                                 title:

                                                                                                                                                                                                                                                                                 BLOCK UP BASE PLAN

                                                                                                                                                                                                                                                                                 north                                                      date:                    01-12-22
                                                                                                                                                    SE2
                                                                                                                                                   04-03                SE                                                                                                                                                                  drawn:                   MF
                                                                                                                                                                       04-01                                                                                                                                                                                         AH
                                                                                                                                                                                                                                                                                                                                            checked:

                                                                                              5,180                        4,000                                               6,335            3,075                                                                                                                                       scale @ A1 :             1:50
                                                                                                                                                                                                                                                                                 project D21-045_A
                                                                                                                                                                                                                                                                                                                                            scale @ A3 :             1:100
                                                                                                                                                                                                                                                                                 drawing 02-00
                                                                                     01                   02                                         03                                    04                   05                                                                                                                          sheet:                   A1
                    -1. UNDERSLAB                                                                                                                                                                                                                                                revison 06
                        -       Scale 1:50                                                                                                                                                                                               ARY
                                                                                                                                                                                                                                    BOUND
                                                                                                                                                                                                                               SITE
GSPublisherVersion 645.0.99.0

Section 7

                                                                                                           34°42'50"                                    01                                           G                                          F           02                        E                                              D                                                         C P 03                                   B                                                                                   A             04                                                                 05
                                                                                                            19.620
                                                                                                                                                                                                               5,180                                                                                                                          4,000                                                                                                                        6,335                                                                                     3,075
                                                                                           EX. RL 19.000                                                                                                                                                                                                                                                                                                                                                                       19.620                                                                                                                                                                                                                                              0         1                  2                    3                         4                    5
                                                                                                                                                                                                                                                                                                                                                                                                                             SITE BOUNDA
                                                                                                                                                                                                                                                                                                                                                                                                                                        RY                                                                              H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               °
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             34 42'50"




                                                                                                                                                        SETBACK
                                                                                          1500 SETBACK




                                                                                                                                                          2,331
                                                                                                                                                                                                                       EX. RL 18.750
                                                                                                                                                                                                                                                                                                                                                                                                                                  NW
                                                                                                                                                                                                                                                                                                                                                   SYNTHETIC TURF                                                                04-02
                                                                                          2000 SETBACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE




                                                                                                                                     GUTTER LINE OVER
                                                                                          2500 SETBACK
                                                                                                                                                                                                                       LINE OF ROOF OVER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                                                                                                                                                       EX. RL 18.500
                                                 A
                                                                                                                                                                                                                                                                                                                                     POOL FENCE - 1200H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A           -                                                                                                 1:50
                                                                                                             2,671
                                                                                                           SETBACK

                                                                                                                                                                                                                                                                                                                                                                                                                                         EX. RL 18.250
                                                                                                                                                                                                                                                                                                                                                                                  01 02 03 04




                                                                                                                               AC UNIT AC UNIT
                                             I                                                                                                                                                                                                                                                                                                                                                         POOL                                                                                                                                                                                                                                                                                                                    I




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SETBACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5,064
                                                                                                                                                                                                                                                                POOL FENCE - 1200H




                                                                                                                                                                                                                                                                                                                                                                                                                                            POOL FENCE - 1200H
                                                                                                                                                                                                                                                                                                                                                                                                       SEAT                                                                SYNTHETIC TURF
                                                     4,010




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4,010
                                                                                                                                                                               BBQ
                                                                                                     EX. RL 18.750                                                           TERRACE
                                                                                                                                                                                LARGE TILE                                                                                                                                                                                                                                                                                                                                                           EX. RL 18.250
                                                                                                                                                                                                                                                                                                                                     LINE OF ROOF OVER                                                    05




                                                                                                                                     DP




                                                                                                                                                                                                                                                                                                                                                                                    °FALL 25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LINE
                                                                                                                                                                                                                                                                                                                                              POOL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LILY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OVE
                                                                                                                                                                                                                                                         POOL




                                                                                                                                                                                                                                                                                                                                                                                                                                            POOL
                                                                                                                                                                                                                                                         GATE




                                                                                                                                                                                                                                                                                                                                                                                                                                            GATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              P IL
                                                                                                                                                                                                                                                                                                                                         5.0M X 3.0M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2,599CK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                                                                                                                          06




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 A
                                                                                                                                                                                                                 W                                                                                                                                                                                       POOL STEPS                                                W                                                                                        SETB
                                                                                                                                                                                                                 13                                                                                                                                                                                                                                                                                                 SHR          TAP
                                                                                                                                                                                                                                                                                                                                                                                                           DOWN                                                    17
                                                                                                             2,627                                                                                                                                                                                                                             LINE OF ROOF
                                                 B                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DP
                                                                                                           SETBACK                                                                                                                                                                                                                                 OVER




                                                                                                                                                                                                                                                                                           LINE OF FLOOR
                                                                                                                                                                                                                                                                                                                                                                                                                        OHC                                                              OHC                    LIFT SHAFT




                                                                                                                                                                                                                                                                                                OVER
                                                                                                                                                                                                                                                                                                                                                                                                             DR               WM
                                                     2,090




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2,090
                                             J                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 J




                                                                                                                                                                                                                                                                 14
                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LAUNDRY                                                                                      CRET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CON




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CUPBAORD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TILE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  COMM
                                                                                                                                                                                                                                                                                                                                W                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18
                                                                                                                                                                                   RUMPUS                                                                                                                                       15                                                     16
                                                 C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C
                                                                                                                                                                                        LARGE TILE                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                                                                                                                                                                                                        06              03 02 01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                                                     PASSAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18
                                                                                                     EX. RL 18.500                                                                                                                                                                                                                                                                                                                                                STAIRS




                                                                                                                                                                                                                                                                                                                                                                                                       05
                                                                                                                                                                                                                                                                                                                                                                                                       D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                19
                                                                                                                                                                                                                                                                                                                                                          LARGE TILE                                                                                                UP                                                                                                                                NE
                                                                                                                                                                                                                                                                                                            LINE OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             17
                                                                                                                                                                                                                                                                                                                                                         STEEL PLATE BALUSTRADE                                                                                                                                                                                                                      04-01
                                                                                                                                                                                                                                                                                                            STAIRS OVER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ABO
                                             K                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 K
                                                                          SITE BOUNDARY




                                                                                                                                                                                                                                                                                                                                     18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      VE
                                                                                                                                                                                                                                                                                          SCREEN15



                                                                                                                                                                                                                                                                                                                                       .11
                                                                                                                                                                                                                                                                                                                                          9




                                                                                                                                                                                                                                                                                                                                                                                                         18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CLO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SITE
                                                                                                                                                                                                                                                                                                                                                                                                           .10
                                                                                                                                                                                                                                                                                                                                         23




                                                                                                                                                                                                                                                                                                                                                                                                              2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             THES
                                                                                                                                                                                                                                                                                                                                           .45
                                                                                                                                                                                                                                                    ENTRY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BOU
                                                                                                                                                                                                                                                                                                                                              12    11    10 09 08 07




                                                                                                                                                                                                                                                                                                                                              2
                                                     4,510




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4,510
                                                                                                                                                                                                                                              ENTRY VOID




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NDA
                                                                                                                                                                                                                                                                                                                                              13                                    06




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .61
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .59
                                                                                                                                                                                                              w.c.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .59
                                                                                                                                                                                                                                                                                                                                              14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                         LARGE TILE                                                                                                                 05




                                                                                                                                                                                                                                                                                                                                                                                                                               23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                                                                                                                                                           WETSUITS




                                                                                                                                                                                                                                                                                                                                                                                                                                 .74
                                                                                                                                                                                                                                                          RL 18.665                                                                           15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FF
                                                                                                                                                                  BATH                    SHR                                                                                                                                                                                       04                                                                                                                                                                                                                                                                                                                                                           notes :




                                                                                                                                                                                                                                                                                                                                                                                                                                    8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     L
                                                                                                                                                                                                                                                                                                                                              16                                    03
                                                             299 23'31"




                                                                                                                                                                                                     BATH01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16
                                                                                                                                                                                                                                                                                                                                              17
                                                                           32.952




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GARAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                   16 54
                                                                                                                                                                                                                                                                                                                                                                                                                                   1168.0
                                                                                                                                                                                                                                                                                                                                                                                  01 02                                                                                                                                                                                                      DRY




                                                                                                                                                                                                                                                                                                     18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LILY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1        The designs, drawings and specification are copyright and always
                                                             °




                                                                                                                                                                                                                                                                                                                                                                                                                                       .65
                                                                                                                                                                                                                                                                                                                                                                                                                                       .654
                                                                                                                                                                                                                                                                                                       .11
                                                                                                                                                                                                                                    01
                                                                                                                                                                                                                                    D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                   12




                                                                                                                                                                                                         TILE
                                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            16
                                                                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            COURT



                                                                                                                                                                                                                                                                                                          9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     104°3
                                                                                                                                                                                                                                                                                                                                                    STAIRS UP                                                                                                                            CONCRETE                                                                                                                                                                                                                                                         remain the property of Archend.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PIL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       25.94 "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .68




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         20
                                             L                                                                                                                                                                                                                                                                                                      17 RISERS                                                                                                                                                                                                                                                                                                                                                                  L




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL 18.065                                                                                          CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6 '4 0
                                                                                                                                                                                                                                                                                                                                                    & 183mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2        Before commencing construction:
                                                                                                   EX. RL 18.250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          - Verify all dimensions and levels.
                                                 D                                                                                                                                                                                                                                   W                                                        W                                        W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           D                              - Verify location and levels of all services on site.
                                                                                                                                                                                                                                                                                     01                                                       02                                       03                                                                                                                                                                                                                                                                                                                                                                 - Verify that floor levels and finished levels will enable connection to




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CLO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                104°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           services.
                                                                                                                                                         18




                                                                                                                        SW                                                                                                                                                                                                                                                                                                                                                         LINE OF FLOOR OVER
                                                                                                                                                                                    18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  THES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     36'40
                                                                                                                                                           .46




                                                                                                                                                                                      .46




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     25.9
                                                                                                                       04-02
                                                                                                                                                                             BED 02
                                                                                                                                                              4




                                                                                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3        Do not scale this drawing. When in doubt refer to Designer.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         49
                                                                                                                                                                                                                                   ROBE




                                                                                                                                                                                                                                                                                                                                                             LINE OF FLOOR OVER
                                                                                                                                   11
                                                                                                                                   W




                                                                                                                                                                              TIMBER
                                                                                                                                                                             LOOK TILE
                                                                                                                                                                                                                                                                                             PORCH                                                                                                                                                                                                                                                                                                                                                                                                                                               issue amendment log                                                                by           date
                                             M                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 M
                                                                                                                                                                                                                                                                04
                                                                                                                                                                                                                                                                W




                                                                                                                                                                                                                                                                                             CONCRETE                                                                                                                                                                                                                                                                                                                                                                                                                                                02       ISSUE FOR FIXTURES COORDINATION                                       AS          08-06-22
                                                     3,960




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3,960
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                17
                                                                                                                                                                                                                                                                                              RL 

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