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Working Drawings- September 21

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                                                                                                                                                                                      a
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LEGEND - INTERNAL
GENERAL NOTES                                                                                                                                                                                                                                                                                                                                                                                                                                    WIND CATEGORY - N2                                                                                                                                                                    AP - APPLIANCE CUPBOARD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BC - BROOM CUPBOARD
1.       ALL MATERIALS SHALL BE NEW.




                                                                                        AHD RL / m 9.429
                                                                                        TBM Nail in Kerb
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C'BD - CUPBOARD
2.       FOOTING: TO ENGINEER DETAILS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DP - DOWNPIPE
         FOOTINGS TO HAVE SOLID BOTTOMS                                                                                                                                                                                                                                                                                                                                                                                                          SITE COVER                                                                                                                                                                            DW - DISHWASHER PROV.
         AND EVEN BEARING THROUGHOUT.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FW - FLOOR WASTE
3.       SLAB: TO ENGINEER DETAILS                                                                                                                                                                                                                                                                                                                                                                                                               SITE AREA :              971.00 m²                                                                                                                                                    GAS - GAS CONNECTION
         UNDERLAY WITH 200mm POLYTHENE
         WATERPROOF MEMBRANE AND ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                 DWELLING SITE COVER :     36.46 %                                                           ( 354.03 m²)                                                                              HP - HOT PLATE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             N




                                                                    - WERIN ST -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HWS - HOT WATER SYSTEM
         PROTRUSIONS. CAST ON 50mm SAND                                                                                                                                                                                                                                                                                                                                                                                                          OUTDOOR AREA SITE COVER : 9.87 %                                                            ( 95.81 m²)                                                                               L - LINEN




                                                                                                           9.28
                                                                                                                   9.43
         BEDDING ON APPROVED FILL.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MH - MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                 TOTAL SITE COVERAGE :     46.33 %                                                           ( 449.84 m²)




                                                                                                                                                                                                                                                                               Gutterline
         CONCRETE STRENGTH TO BE 20MPa                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MW - MICROWAVE PROV.




                                                                                                                                                                                                                                                                                                                                                                                                                    Gutterline
         AT 28 DAYS. USE TERMITE CONTROL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OHC - OVERHEAD CUPBOARD




                                                                                                                                                                                                                                                                                                                               Asbestos
                                                                                                                  9.36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PTY - PANTRY




                                                                                                                                                                                                                                                                                                                               Existing
         AS PER BUILDERS SPECIFICATIONS.




                                                                                                                                                                                                                                                                                                                                Highset
                                                                                                                                                                                                                                                                                                                                Brick &
                                                                                                                                                                                                                                                                                                                                House
4.       TIMBER FRAMING: ALL FIXINGS AS
         PER CONNECTION DETAILS AND GOOD                                                                                 9.32
                                                                                                                                                                                                                                                                                                                                                                                                                                           CORROSION RESISTANCE:                                                                                                                                                                       R - ROBE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REF - REFRIDGERATOR SPACE
         WORKMANSHIP.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RH - RANGEHOOD
5.       LININGS: AS PER BUILDERS SPECIFICATIONS.                                                                                                           9.40                                            9.57
                                                                                                                                                                                                                                                                                                                                                                                                                                           NOTE: DWELLING TO COMPLY WITH CORROSION PROTECTION                                                                                                                                          SH - SHELF
                                                                                                                                                                                                                                                                                                                                                                                                                                           REQUIREMENTS OF BCA FOR LESS THAN 200mm FROM SALTWATER                                                                                                                                      TR - TOWEL RAIL




                                                                                                                                                                                                                                                               9.
6.       ROOFING: COLORBOND METAL SHEET                                                                                                                                                                                                                 9.7
                                                                                                                                                                                      9.5




                                                                                                                                                                                                                                                                 77
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TRH - TOILET ROLL HOLDER
         ROOFING OR CONCRETE ROOF TILES                                                                                    9.                                                            0                                                                 5                                                                                                                                                                               OF NCC VOL.2 TABLE 3.4.4.2 & 3.5.1.1a, AS3700 & AS4773                                                                                                                                      UBO - UNDER-BENCH OVEN
         OVER AN APPROVED SARKING MATERIAL                                                                                   25                          Concrete Driveway




                                                                                             Outlet IL 9.01
                                                                                             Roofwater
         AND FIXED IN ACCORDANCE WITH THE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WO - WALL OVEN
         MANUFACTURERS SPECIFICATIONS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LEGEND - EXTERNAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL 9.55
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Sewer M/H
                                                                                                                                                                                                                                                                                                                                             9.
7.       PLUMBER AND DRAINER: TO LOCAL




                                                                                                                                                                                                                                                                                                                                                74
                                                                                                                         9.16                      9.30                                                          9.54                                                                                                                                                                                                                                                                                                                                                                                                                  BV - BRICK VENEER
         AUTHORITY REGULATIONS.




                                                                                                                  9.18
                                                                                                                                                                                                                                                                                                                                                                                                                             LOW HEIGHT SLEEPER RETAINING WALLS                                                                                                                                                                        CJ - CONTROL JOINT




                                                                                                                                                                                                                                                                                            9.
                                                                                                                                                                                                            ?
8.       ELECTRICIAN: TO LOCAL AUTHORITY




                                                                                                                                                                                                                                                                                               70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FC - FIBRE CEMENT SHEETING
         REGULATIONS.                                                                                                                                                                                                                                                                                                                                                                                                        AS REQUIRED ON-SITE                                                                                                                  9.5                                                                  RH - RENDERED HEBEL PANELS




                                                                                                                                                                                                       No Mk 7
                                                                                                                                                                                                       Found 9. Meter
9.       BRICKLAYER: GALVINISED WALL TIES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0                                                                 RBB - RENDERED BLUEBOARD




                                                                                                      9.10
         1 ROW AT 2 COURSES ABOVE FLASHING




                                                                                                                                   9.




                                                                                                                                                                                      9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RB - RENDERED BRICKWORK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.
                                                                                                                                                                                                                                               OPEN ENTRY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9. 9.4
                                                                                                                                      11




                                                                                                                                                                                         06




                                                                                                                                                                                                                                                                                                                                                                                                                                         9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        76
         LINE AND 1 ROW IN THE SECOND LAST                                                                                                                                                                                                                                                                                                                                                                                                                                             9.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               62
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RBL - RENDERED BLOCKWORK




                                                                                                                                                                                                                                                                                                                                                                                                                                            65
                                                                                                                             9.00                                                                                                              ARBOUR




                                                                                                                                                                                                                                                                                                                                 9.
         BED JOINT FROM TOP OF WALL [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SA - SCYON AXON




                                                                                                                                                                                                                                                                          44
                                                                                                                                                                                                                                                                                                                                                                                                90°0'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  60
                                                                                                              02




                                                                                                                                                                                                                                                                                                                                                                                                                    59




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           37
                                                                                                                                                                                      Power Pole
         500crs. IN BETWEEN ON EACH STUD.                                                                                                                                                                               9.70                                      9.68              9.69                                                 9.68                                                                                     9.71                                                        9.64     9.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ?
                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9.70                                       9.37                                              SL - SCYON LINEA




                                                                                                                                                                                       # 307278



                                                                                                                                                                                                               0
         PROVIDE WEEP HOLES @ 900crs. ALONG                                               9.                                                                                                                                                                                                                                                     9.19                                                                                                                                                                                                                                                                                  SM - SCYON MATRIX PANELING
                                                                                                                                                                                                                        9.05                                                     9.08                                                 9.67




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9.48
                                                                                                                                                                                                                                                                                                                                                                                                                                 9.32                                                                  9.34                                       9.40                               9.29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3000 WALL
                                                                                   Ac
                                                                                                                                                                                                                                                                                                                                                                                               41.219




                                                                                                                                                                                                                                                                                                                       6
                                                                                             00
         FLASHING.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             17
                                                                                                                                                                                                                                                                            9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     No Mk
                                                                                                                                                                                                              W                                                                                                                                                                                                                                                                                                                                                                                                                        SS - SCYON STRIA CLADDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Found
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16
                                                                              c
                                                    Gully




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.2




                                                                                                                                                                           8.




                                                                                                                                                                                                                                                                               08
                                                                         8.9 ess

                                                                                                                  8.
10.      ALL WET AREA FLOOR AND SHOWER FLOORS




                                                                                                                                                                                                                                                                                                                                                                                                                                                 Tap
                                                                                                                                                                                                                                                                                                                                                                                                                                                 Water
                                                                                                                                                                              81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5                                                     WB - HARDIES NEWPORT
                                                                                                                     94




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9.
                                                                            3
         TO COMPLY WITH B.C.A. SECTION 3.8.1.




                                                                                                                                                                                                                                                                                  1040




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          24
                                           8.62




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9.
                                                                                                                                                                                                                                                GATEHOUSE                                                                       ACCESS PATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED

                                                                                                                                  8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     17
                                                                    8.85




                                                                                                                                     79
                                                                                                                                                                          LETTERBOX
                                            8.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Post
NOTE :   BUILDER TO CHECK AND CONFIRM ALL                                                                                                                                                              1009




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Picket & Wire Fence
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                POOL




                                                                                                                                                                                                                                                                                                                                                                                                                                   8100 GARAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                    9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                Post
                                                    8.85
         MEASUREMENTS PRIOR TO COMMENCEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                       18
                                                                                                                                                                                                                                                                              POWDERCOATED POOL STYLE FENCING                                                                                                 GATE AS
                                                                                    8.
                                                            8.8




                                                                    8.75
                                                                                       85




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPERTY




                                                                                                                                                                                                                               8.
         OF CONSTRUCTION. DO NOT SCALE DRAWINGS,                                                                                                                                                                                                                                                                                                                                                              SPECIFIED




                                                                                                                                                                                                                                                                                                                                             8.
                                                                1




                                                                                                                                                                                                                                                                                                                                              8.
                                                                                                                                                                                                                                  77




                                                                                                                                                                                                                                                                                                                                                96
                                                                                                                                                                                                                                                                                                                                                 96
         WRITTEN DIMENSIONS TAKE PRECEDENCE AT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.81
                                                                                                                                                                                                                                               BIN ENCLOSURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DESCRIPTION




                                                                                                                                                                              8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        18
         ALL TIMES. STORMWATER THROUGH P.V.C.




                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0




                                                                                                                                                                                 68




                                                                                                                                                                                                                                                                                                                                                                                                                                                           26
         PIPE TO LOCAL COUNCIL REGULATIONS.                                                                                                                                                                                                        8.77 8.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT    1      SP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Fence
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Start
                                                                                                                                                                                                                                                                                                                                                                                                                    1200




                                                                                                                                                                                                                                                9.51




                                                                                                                                                                                                                                                                                                                                                                                           8.
                                                                                                                                                                                                                                                       Steps                                                                                                                                                                                                                                                                                                                                                                            LOCAL     NOOSA




                                                                                                                                                                                                                                                                                                                                         8.
                                                                                                                                                                      2




                                                                                                                                                                                                                                                                                                   8.




                                                                                                                                                                                                                                                                                                                                                                                              88
                                                                                                                                                                                                                                                                                                                                            84
                                                                                                                                                                                                                                                                                                      81
                                                                                                                                                                                                                                   8.




                                                                                                                                                                                                                                                                                                                                                                                        14




                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.
                                                                                                           8.50




                                                                                                                                                                                                    8.




                                                                                                                                                                                                                                      83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        COUNCIL : SHIRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                      87
                                                                                                                                                                                                                                                        9.50                                                                                                                                                                                                                                                                                                              8.7




                                                                                                                                                                                                       60
                                                                              8.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.62
                                                                                                                          8.




                                                                                                                                                                                                                                                                     8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5                                                          AREA : 971m²




                                                                                                                                                                                                                                                       Porch
                                                                                                                             38




                                                                                                                                                                                                                                                                        77
                                                                                 3




                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                    91
                                                                                                                                                                                                                                                                                                                                                 PROPOSED




                                                                                                                                                                                                                                                                                                                                                                                                               8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  84
                                                                                                                                                                                                                                                                                                                                                                                                                  73




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8.
                                                                                                                                                                                                                                                                                                                                                                                                                                 8.50                                                   8.7                                                                                   8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              27.359
                                                                                                                                                                                                                                                                                                                                                   POOL
                                                                                                                                                                                                                               UP
                                                                                                                                       RL 8.36
                                                                                                                                       Sewer M/H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               180°0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       15
                                                                                                                                                                                                                                                                                                                                                                                                                                                            57
                                                                                                                                                                                                                                                                                                                                                                 Laundry
                                                                                                  8.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4104 WALL                                                            ISSUE




                                                                                                                                                                                                                                                        RL 9.67
                                                                                                                                                                                                                                                        Floor Level




                                                                                                                                                                                                                                                                                                                                                         8.




                                                                                                                                                                                                                                                                                                                                                                                  83
                                                                                                                                                                                                                                                                                                                                                                                  8.
                                                                                                                                                                                                             19.735
                                                                                                                                                                                                                                                                                                                                                                                               8.2




                                                                                                                                                                                                                                                                                                                                                                                                                 8.
                                                                                                                                                                                                                           8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     61
                                                                                                                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                                                                                            56




                                                                                                                                                                                                                                                                                                                                                                                     41
                                                                                                                                                                                                                                       5




                                                                                                                                                                                                                                                                                                                                                                                                                    33
                                                                                                                                                                                                                              33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.50




                                                                                                                                                                                                                                                                                  Timber & GI
                                                                                                                                                                                                              00°0'




                                                                                                                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       # DATE        DETAILS
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