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Attachment 2 - Proposal Plans

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DESIGN IN ACCORDANCE WITH THE QUEENSLAND HOME
BUILDING CODE, AS 1684.2 N3 CLASSIFICATION, BUILDING
                                                                                                                                                                                                                                                                                 PROPERTY
                                                                                                                                                                          168.50
CODE OF AUSTRALIA AND THE STANDARD BUILDING BY-LAWS.
                                                                                                                                                                                                                                                                                 DESCRIPTION
                                                                                                                                                           169.00                                                                                                                LOT:     21    SP308933
                                                                                                                                                                                                                                                                                 LOCALITY :    COOROY
                                                                                                                                                                                                                                                                                 LOCAL GOV. : NOOSA SHIRE COUNCIL




                                                52
                                                                                                                                           169.50
                                                                                                                                                                                                                                                                                 AREA : 38740m²/3.874ha




                                              65
                                                                                                  10
                                                                                                       17
                                                                                                            2
                                                                                                                                                                                                                                                                                                                         N
                                                                                                                                  170.00
                                                                                                                                                     APPROXIMATE LINE OF DRIVEWAY, EXACT
                                                                                                                                                    LOCATION TO BE DETERMINED ON SITE WITH
                                                                                                                0       .5                              BUILDER. DRIVEWAY TO COMPLY
                                                                                                                    17 0                              WITH LOCAL COUNCIL REQUIREMENTS

                                                                                        17 1.00
                                                                         10                                                                                                                                                                                                                    SITE CALCULATIONS
                                                                              00
                                                                                   0
                     4




                                                                                                                                                                                                                                                                                               SITE AREA =          38740m²
                  60
                10




                                                     171.5
                                                           0
                                                                                                                                                                                                                                                                                               GROSS FLOOR AREA = 347.85m²

                                                                                                                PROPOSED                                                                                                                                                                       SITE COVER =      >1%
                         "




                                                                                                                 GARAGE
                         50
                      3'
                            36
                   °1




                                                                                                            PAD LEVEL RL 173.01
                         21
                 39




                                             172.5
                       17




                                         0


                                                          173.0
                                                      0


                                                                     173.50
                                                                                   00




                       97
                                                                                 6
                                                                              10




                            26




                                                                                                                                                                                   PROPOSED
                                                           65
                                                                00
                                                                                                                                                                                   DWELLING
                                                                                                                                                                                   PAD LEVEL RL 173.90



                                                                  1M HIGH RETAINING
                                                                 WALLS AS REQUIRED ON                                                                                                                                                                                         NOTE:
                                                                     SITE TO SPEC.
                                                                                                                                                                                                                                                                              LEVELS OF PROPERTY HAD NOT BEEN UNDERTAKEN BY A
                                                                                                                                                                                                                                                                              CERTIFIED SURVEYOR AT TIME OF DOCUMENTATION.
                                                                                                                                                                                                                                                                              LEVELS OF DWELLING TO BE CONFIRMED ON SITE PRIOR
                                                                                                                       31                                                                                                                                                     TO CONSTRUCTION.
                                                                                                                          0
                                                                                                                          °4
                                                                                                                      25 3' 55
                                                                                                                                                               00




                                                                                                                        06    "
                                                                                                                                                               0




                                                                                                                           3
                                                                                                                                                            10




 GENERAL NOTES
 1.       ALL MATERIALS SHALL BE NEW.                      7.                 PLUMBER AND DRAINER: TO LOCAL
 2.       FOOTING: TO ENGINEER DETAILS.                                       AUTHORITY REGULATIONS.
          FOOTINGS TO HAVE SOLID BOTTOMS                   8.                 ELECTRICIAN: TO LOCAL AUTHORITY
          AND EVEN BEARING THROUGHOUT.                                        REGULATIONS.
 3.       SLAB: TO ENGINEER DETAILS                        9.                 BRICKLAYER: GALVINISED WALL TIES
          UNDERLAY WITH 200mm POLYTHENE                                       1 ROW AT 2 COURSES ABOVE FLASHING
          WATERPROOF MEMBRANE AND ALL                                         LINE AND 1 ROW IN THE SECOND LAST                                                                                                                                      APPROXIMATE LOCATION
          PROTRUSIONS. CAST ON 50mm SAND                                      BED JOINT FROM TOP OF WALL AND @                                                                                                                                        OF WATERTANKS, EXACT
          BEDDING ON APPROVED FILL.                                           500crs. IN BETWEEN ON EACH STUD.                                                                                                                                           LOCATION TO BE
                                                                              PROVIDE WEEP HOLES @ 900crs. ALONG                                                                                                                                     DISCUSSED WITH BUILDER


                                                                                                                                                                                                         173.50
          CONCRETE STRENGTH TO BE 20MPa
          AT 28 DAYS. USE TERMITE CONTROL                                     FLASHING.
          AS PER BUILDERS SPECIFICATIONS.                  10.                ALL WET AREA FLOOR AND SHOWER FLOORS




                                                                                                                                                                                                                  173.00
 4.       TIMBER FRAMING: ALL FIXINGS AS                                      TO COMPLY WITH B.C.A. SECTION 3.8.1.
          PER CONNECTION DETAILS AND GOOD
          WORKMANSHIP.                                     NOTE :             BUILDER TO CHECK AND CONFIRM ALL




                                                                                                                                                                                                                           172.50
 5.       LININGS: AS PER BUILDERS SPECIFICATIONS.                            MEASUREMENTS PRIOR TO COMMENCEMENT
 6.       ROOFING: COLORBOND METAL SHEET                                      OF CONSTRUCTION. DO NOT SCALE DRAWINGS,

                                                                                                                                                                                                                                                                                         C & H FRASER
                                                                                                                                                                                                                                      0
          ROOFING OR CONCRETE ROOF TILES                                      WRITTEN DIMENSIONS TAKE PRECEDENCE AT




                                                                                                                                                                                                                                    172.0
          OVER AN APPROVED SARKING MATERIAL                                   ALL TIMES. STORMWATER THROUGH P.V.C.
          AND FIXED IN ACCORDANCE WITH THE                                    PIPE TO LOCAL COUNCIL REGULATIONS.




                                                                                                                                                                                                                                               .50
          MANUFACTURERS SPECIFICATIONS.



                                                                                                                                                                                                                                            171
                                                                              BUILDER TO ENSURE ALL RELEVANT SEARCHES
                                                                              HAVE BEEN CARRIED OUT REGARDING LOCATION                                                                                                                                                                                LOT 21 NO.16 PINES ROAD
                                                                              OF EASEMENTS, STORMWATER & SEWER PRIOR
                                                                              TO CONSTRUCTION.                                                                                                                                                                                                                  COOROY QLD

                                                                                                                                                                                                                                                                                                                              19.11.2021
 SITE PLAN                                                                                                                                                                                                                                                                                   Scale:   1 : 200        Sheet:      3   of   13



 as design + drafting 0410 326 991                                                                                                                                                                                                                                                                     WD104 - WORKING DRAWINGS
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