Elysium Revised Plans 00 to 05BA Issue- C - 4-10-11[5] - MCU11/0213

 CONSTRUCTION NOTES                                                       ALSO REFER TO ARCHITECTS SPECIFICATION
 GENERAL                            ALL WORK TO COMPLY WITH BUILDING CODE OF AUSTRALIA AND ITS MOST CURRENT AMENDMENTS                                                         GENERAL:
                                    THIS CONSTRUCTION BEING CLASS 1                                                                                                            The position of Site Services is schematic only. The drawings demonstrate
                                                                                                                                                                               the general distribution requirements and NOT the actual placement. "AS
 SITE VERIFICATION                  BEFORE COMMENCING CONSTRUCTION ALL DIMENSIONS, EXISTING LEVELS, FINISHED LEVELS AND                                                        CONSTRUCTED" drawings together with any approvals, test results, or
                                                                                                                                                                               warranties, shall be prepared by the nominated subcontractor and lodged
                                    ALL SITE'SERVICES ARE TO BE VERIFIED ARCHITECTURAL DRAWINGS ARE TO BE READ IN                                                              with the principal contractor prior to the final commissioning of the works.
                                    CONJUNCTION WITH ANY ASSOCIATED CONSULTANTS DRAWINGS
                                                                                                                                                                               WATER SERVICE:
 ACCESS & EGRESS:                   PROVIDE A CONTINUOUS PATH OF TRAVEL TO AND WITHIN THE BUILDING TO PROVIDE ACCESS TO ALL REQUIRED                                           From Roof box gutter catchment to Rain-water harvesting-Tanks to
                                    FACILITIES. ACCESSWAYS, WALKWAYS, RAMPS AND LANDINGS SHALL HAVE AN UNOBSTRUCCTED WIDTH OF NOT                                              Install Pool Top-up System pump via. electric pump to manufac. spec.
                                    LESS THAN 900mm AND BE CONSTRUCTED WITH MIN. LIP OR STEP AT JOINTS BETWEEN ABUTTING SURFACES. ALL                                          20mm Class PD UPVC trenched 300mm min into ground and 600mm min
                                    GRADIENTS AND CROSSFALLS SHALL NOT EXCEED 1:40.                                                                                            clear of external footings.

 THRESHOLDS:                        ALL THRESHOLDS FOR DISABLED ACCESS MUST HAVE A MAXIMUM CONSTRUCTION STEP TOLERANCE OF 5mm                                                  CHANNEL & GRATE IN DRIVE-WAY @ GARAGE : - Not Req'd
                                    WHICH IS ACCEPTABLE USING ROUNDED OR BEVELLED EDGES, PROVIDE RECESSED SLIDING DOOR FRAMES WHERE                                            Install "Everhard" 135 x 150 black "Everdrain" 1-100 min. crossfall, to
                                    REQUIRED. - GENERALLY 20mm TO 100MM STEP AS SHOWN ON DRAWINGS                                                                              terminate at silt trap.

 FIRE HAZARD PROPERTIES:            ALL MATERIALS AND ASSEMBLIES MUST COMPLY WITH SPECIFICATION 3.7.1 OF THE BCA FOR CLASS 1 BUILDINGS.                                        STORMWATER:
                                                                                                                                                                               Stormwater drainage is to comply with AS/NZS 3500.3.2 and 3.1.2 of the
 FIRE RATINGS:                      EXTERNAL LOADBEARING WALLS                                                                                                                 B.C.A. Generally stormwater run-off is to be disposed of on site. The position
                                    Less than 1.5m to Fire source feature : 60/60/60                                                                                           of any pipework shown is diagrammatic only, exact locations including
                                    EXTERNAL LOADBEARING POSTS / COLUMNS                                                                                                       discharge points should be approved by the appropriate authority prior to
                                    Less than 1.5m to Fire source feature : 60/-/-                                                                                             commencement. Prior to back filling, photographic records of pipework shall
                                    COMMON WALLS OR FIRE-WALLS : 60/60/60                                                                                                      be taken by the builder.
                                                                                                                                                                               Rainwater Tank : 1 OF 5,000L installed In-ground to manufac. spec.
 SOUND RATINGS:                     Refer part F5 of BCA & AS 1276.1 for Rw ( Weighted Reduction Index for Airborne Sound )
                                    WALLS : to common areas (including Party walls) : Rw 50 (not less than)                                                                    SANITARY DRAINAGE:
                                    SERVICES : ducts for waste or water supply pipes that pass through one or more units to have Rw 40 if adjascent to habitable               Sanitary drainage and Sewerage Treatment Plant & Irrigation plans and
                                    room (other than kitchen) or Rw 25 if Kitchen or non-habitable room.                                                                       reports shall be prepared by the Specialist Contractor a copy provided to the
                                                                                                                                                                               owner, the designer & the local government authority. All drainage work
 CONTROL JOINTS                     GENERALLY WHERE FLUSH FINISH IS REQUIRED BETWEEN TWO BUILDING ELEMENTS, PROVIDE A NON-COMBUSTIBLE V-                                       shall be in accordance with the Council approved plans and adhere to
                                    TYPE CONTROL JOINT PROVIDE CONTROL JOINTS AT MAXIMUM 3 METRE CENTRES TO EXTERNAL TILED AREAS SUCH AS                                       Queensland Development Code.
                                    BALCONIES, ENTRANCES, ETC REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR CONSTRUCTION JOINTS. 6-9mtr
                                    CENTRES FOR EXTERNAL WALLS, OR AS PER ENGINEERS DESIGN.
                                                                                                                                                                               SUSTAINABILTY :
 WINDOWS                            WINDOW FRAME AND GLAZING TO BE INSTALLED TO THE CORRECT TERRAIN CATEGORY                                                                   WATER-SAVING DEVICES: Group 7 : 70kL per year req'd.
                                    INCLUDING LOCAL PRESSURE FACTORS IN ACCORDANCE WITH AS1288                                                                                 In accordance with PART 25 of Queensland Development Code.
                                                                                                                                                                               Semi-Submersed Polythylene Potable Rainwater Tanks complying with AS
 EXTERNAL FIXINGS AND               TO BE NON-COMBUSTIBLE AND CORROSION-RESISTANT                                                                                              4766 and AS 1170.
 FITTINGS                                                                                                                                                                      Including backflow prevention device & low voltage energy rated pump.
                                                                                                                                                                               Mosquito nets or flap valves at all openings. Overflow to be deposited into
 PLUMBING AND                       ALL PLUMBING DUCTS TO HAVE ACCESS PANELS TO COUNCIL REQUIREMENTS & HAVE REQUIRED                                                           stormwater system via. overland flow.
 ACCESS PANELS                      SOUND RATINGS IF ADJASCENT TO HABITABLE ROOMS OR COMMON AREAS                                                                              In aqccordance with Part 29 of QDC & Water Act 2000, water saving
                                                                                                                                                                               Shower Roses must be used as a minumum. Use water and energy saving
 HANDRAILS                          HANDRAILING AND BALUSTRADING TO COMPLY WITH PARTS D2.16 AND D2.17 OF BCA                                                                   devices through-out.
                                                                                                                                                                               Toilet Cisterns to have Dual Flush Capabilty not exceeding 6L on full flush &
 SECURITY                           SELECTED BY OWNER, UPON MANUFACTURERS RECOMMENDATIONS OR TO ARCHITECTURAL SPECIFICATION.                                                   3 L on Half Flush.

 AUTO FIRE & SMOKE                  SMOKE DETECTORS SYSTEM TO AUSTRALIAN STANDARDS & BCA REQUIREMENTS LOCATED                                                                  Energy Efficient Lighting : 80 % of floor area to be fluorescent lighting or
 DETECTION                          BETWEEN KITCHEN & BED RMS AS PER AS 1670 & AS 3786 - LOCATIONS SHOWN ON PLAN AS....                         sd                             Compact Fluoro Lights (CFL)
 & EXTINGUISHERS
                                                                                                                                                                               Hot Water System : 5 Star Rated System to Architects Spec.
 WEEP HOLES &                       1000mm CENTRES MAX. FLOOR SLAB TO BE MIN. OF 150mm ABOVE FINISHED GROUND LEVEL
 DAMP-PROOFING                      DAMP-PROOF COURSE TO BE PROVIDED UNDER ALL EXTERNAL WALL PLATES WITH A MIN. OF 35mm STEP DWN.                                              Insulation :
                                                                                                                                                                               Roof & External Wall Framing to contain Batts to be of best Quality Energy
 UNDER SLAB TREATMENT               AS 3660-2000 & BCA 3.1.3                                                                                                                   Rated Natural Product available.
 (& Termite Barrier)                                                                                                                                                           Sarking to be of top quality, self insulated type.
                                                                                                                                                                               Shading devices to exposed windows or tinted film applied to reduce heat
 U/SLAB VAPOUR BARRIER              AS 2904                                                                                                                                    soak into house

 WC DOORS                           TO COMPLY WITH BCA

 SARKING                            UNDER ROOF LINING TO COMPLY WITH AS 4200

 ROOF WATER                         DISCHARGED TO EXISTING STORMWATER SYSTEM as per as 3500.3

 FLOOR WASTES                       TO ALL WET AREAS.

 POOL FENCING                       TO AS 1926

 WET AREAS                          AS 3740

 GLAZING TO EXT                     AS 2047




                                                                                                                                                                                                                                                                                       (perspective view indicative only, refer to elevations)



COPYRIGHT : No reproduction of all or part of this drawing may be undertaken without the express written permission of the author.
                                                                                                                                                                                                                                                                                                 Building Approval
FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER SCALED MEASUREMENTS, VERIFY ALL ON SITE DIMENSIONS AND LEVELS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DESIGNER OF ANY DISCREPENCIES IMMEDIATELY.                                                                                       not for construction
Design :                                                                       Drawn :                             Client :                                        Project :                                                                              Drawing Title :                           Date :                      Drwg No.
                                                                                                                   Suncity Homes                                   Proposed Residence at
                                                                                                                                                                   Lot 142 Lake Edge Drive and Bennets Ash Rd,
                                                                                                                                                                                                               Perspectives & Notes                                                                 4.Oct.11                    1109
                                                                               DESIGN to DETAIL
                                                                               ROBERT PATTERSON
                                                                                                                                                                   Elysium, Noosa Heads, Qld                                                                                                        Scale & Sheet Size :        Page No :
                                                                               QBSA Lic.No. 1095554
                                                                                                                                                                                                                                                               C   Revised for BA   4.10.11

                                                                                                                                                                                                                                                                                                                                  02
                 T. 5440 5883 M. 0406 620 460 bsa lic. 1142296                  m : 0401 394 964
                 E. [email protected]
                 PO Box 1372 Noosaville Q 4566                                  e : [email protected]                                                                                                                                          Issue    Description      Date