Approved Plans OPW18-0080 · OPW18/0080

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                                                                                                                              43                    RE-SHAPE EXISTING JETTY                                                                                                    -
                                                                                                                                                    EXISTING 'Y' HEAD AREA: 12.69m2
                                                                                                                                                                                                                                                      NOOSA COUNCIL
     GENERAL NOTES
                                                                                                                                                    PROPOSED 'T' HEAD AREA: 10.32m 2


                                                                                        (AREA TO BE ADDED)                                           (AREA TO BE REMOVED)                                                                             APPROVED PLAN
     DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. IF IN DOUBT, ASK.                 approx 0.277m 2                                              approx 0.8m 2
     THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,
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                                                                                                                                                                                                                                                   OPW18/0080 21 MAY 2018




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     SETBACKS AND SPECIFICATIONS PRIOR RO COMMENCING WORKS OR ORDERING                                                                                     34




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                                                                                                                                                                                                   LAWN / GROUND COVER
     MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS




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     CONFORM TO THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA, CURRENT
                                                                                  CANAL




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     AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNING




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                                                                                                                                                                                                  00
     REQUIREMENTS, REPORT ANY DISCREPANCIES TO THIS OFFICE.
     ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF
     AUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.
                                                                                           1 x BOAT LIFTING DEVICE
     AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION                        3.0m WIDE
     AS 1562 - 2006 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING
     AS 1684 - 2010 NATIONAL TIMBER FRAMING CODE                                           LAWN / GROUND COVER
     AS 2049 - 2002 ROOF TILES                                                                                                                                                                         GARDEN BED
     AS 2050 - 2002 INSTALLATION OF ROOF TILES
     AS 2870 - 2011 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION                           PROPOSED ENTERTAINING DECK
                                                                                           HARD PAVEMENT 22.5m2
     AS/NZS 2904 - 1998 DAMP-PROOF COURSES AND FLASHINGS
     AS 3600 - 2010 CONCRETE STRUCTURES




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                                                                                           22.8 / 90m2 = 25%
                                                                                                                                               WORKS WITHIN THE




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     AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES
     AS 3700 - 2011 MASONRY IN BUILDINGS
     AS 3740 - 2010 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS                                                                      PROPERTY AREEXISTING
                                                                                                                                                           NOT PART
     AS 3786 - 2004 SMOKE ALARMS                                                                                                                         TERRACE
                                                                                                                                                OF THIS PERMIT.
     AS 4055 - 2012 WIND LOADINGS FOR HOUSING                                                                          Lawn / Ground cover
     AS 4100 - 2012 STEEL STRUCTURES
     THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY SOIL, STRUCTURAL AND
     CIVIL ENGINEERING COMPUTIONS AND DRAWINGS.
     ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE
     WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOX
     INDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS.

     SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -
                                                                                                                            EXISTING




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     i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR




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     ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASE                                                                 POOL
     iii) FULLY GLAZED DOORS
     iv) SHOWER SCREENS
     v) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL
     vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY
     WITH MANUFACTURER, AND ARE TO BE VERIFIED WITH SAME. FLASHING ALL ROUND.
     STORMWATER TO BE TAKEN TO ON SITE STORAGE OF PROVIDED, THEN THE LEGAL
     POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY.
     TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVER THE
     FLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OF
     PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF
     1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALL
     CORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750.
     FOOTINGS ARE TO BE WHOLLY WITHIN TITLE BOUNDARIES AND ARE NOT TO ENCROACH
     EASEMENTS. IT IS RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN                                                                                               EXISTING
     CLOSE PROXIMITY OF BOUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED
     SURVEYOR.
                                                                                                                                                                         RESIDENCE
     ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.
     ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL
     BE IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN
     75mm OF THE WALL.
     PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL AND
     WITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.
     SUB-FLOOR VENTILATION MINIMUM 7500mm/sq FOR EXTERNAL WALLS AND
     1500mm/sq FOR INTERNAL WALLS BELOW BEARER.
                                                                                                                                                                                                                         EXISTING
                                                                                                                                                                                                                         GARAGE
     THERMAL INSULATION TO BE PROVIDED TO ACHIEVE MINIMUM REQUIREMENTS AS
     SPECIFIED BY LICENSED ASSESSOR.
     STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm,
     SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.
     BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND
     IN ACCORDANCE WITH BCA 3.9.2
     FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE                                                                                                                                                         EXISTING
     CONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLE
     DEFLECTION) OF THE BCA.
                                                                                                                SITE PLAN                                                                                                           DRIVEWAY

                                                                                                                                                                                                                                                                                   GE
     THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF                                      SCALE : 1 : 200
     EXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.
     DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans),                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                                               R S
     TO BE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.                                                                                                                                                                                                         O    R
     PROVIDE LIFT OFF HINGES, OPEN OUT DOOR OR MIN 1200mm CLEARANCE FROM DOOR
     TO PAN IN WATER CLOSETS.
                                                                                                                                                                                                                                                                       N  CH ATE 20
     EXHAUST FANS FROM SANITARY COMPARTMENTS ARE TO BE DUCTED EXTERNALLY
                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                      A W         1 04
     OR TO A VENTED ROOF SPACE IN COMPLIANCE WITH AS 1668.2
                                                                                                                                                                                                                                                                         A      9
     THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS,
                                                                                                                                              N                                                                                                                  0TH OS       RP 8.9 m²
     STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS.
                                                                                                                                                                                                                                                                3 NO      8 3   79
     THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THE                                                                                                                                                                                               t 7 E A : 6253
     AUTHOR.                                                                                                                                                                                                                                                                  Lo   AR
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                                                                                                                                                                                                                                                                              Option G
                                                                                                                                                                     DRAWING TITLE:
                                                                                    GENERAL NOTES:                                                                                                                                  CLIENT NAME:    David & Debbie Weeks
                                                                                    Use written dimensions only. DO NOT scale drawings. Contractors to verify all      Site Plan                                                    SITE ADDRESS:   30 The Anchorage, Noosaville
                                                                                    dimensions and levels on site prior to commencing works and shop drawings.
                                                                                    Site location is Category N3 or to engineer's requirements.
                                                                                    These drawings are to be read in conjunction with engineer's design and                                                                                  Feb 2017                                   DRAWING No:

                                                                                                                                                                                                                                                                                                       A001
                                                                                                                                                                      ISSUE: H         DATE:   21/05/2018                           DATE:
                                                                                    details, the accompanying building specification and schedule of finishes.
Ph 0403 191 223 www.natanidesign.com qbcc 1243419                                                                                                                                                                                   SCALE:    1 : 200      SHEET SIZE:   A3
                                                                                    If in doubt, please request clarification. DO NOT ASSUME.