1 Kingsgate Drive Tinbeerwah CAFE carpark layout

   REAL PROPERTY DESCRIPTION
                                                                                                                                                                                                                  Storm Water
   Lot: 63 On: RP200339
                                                                                                                                                                        r
                                                                                                                                                                                                                  Surface water drainage must be prevented from
   Lot / Site Area (m²): 10080 m²
                                                                                                                                                               e D                                                entering the building with fgl sloping 50mm over
   Local Government: Noosa Shire Council
                                                                                                                                                           a t                                                    the first 1m away from the building & the finished

                                                                                                                                                      sg
                                                                                                                                                                                                                  slab height at a minimum FFL 150mm above FGL or
    STATUTORY INFORMATION:
                                                                                                                                                 g                                                                minimum 100mm above FGL in sandy, well drained

                                                                                                                                             Kin
    Building Classification: 1a                                                                                                                                                                                   areas of low rainfall intensity (Q20 125mm), or 50mm
    Storeys: 1                                                                                                                                                                                                    above impermeable paved or concreted areas all
    Climate Zone: 5                                                                                                                                                                                               in accordance with BCA Vol 2 P3.1.2.3
    Wind Category: N3
                                                                                                                                                                                                                  Domestic driveway design requirements :
   General                                                                                                                                                                                                        •  3m minimum width (AS 2890:2004 Amdt1, S2.6.1)
   Do not scale from these drawings, figured                                                                                                                                                                      •  Maximum 1 in 4 (25%) gradient (AS 2890:2004
   dimensions take precedence at all times -                                                                                                                                                                         Amdt1, S2.6.2)
   when in doubt consult the designer prior to
   commencing construction. It is the                                                                                                                                                                             Changes in grade for straight driveways to prevent
   builders responsibility to:                                                                                                                                                                                    vehicle scraping driveway require grade transitions
                                                                                                                                                                                                                  of 2m in length when:
   •       Verify all dimensions and levels on site.                                                                                                                                                              •    Summit changes in grade is over 1 in 8 (12.5%)
   •       Ensure all boundary setbacks are strictly                                                                                                                                                              •    Sag changes in grade is over 1 in 6.7 (15%)
           adhered to.                                                                                                                                                                                                 (AS 2890:2004 Amdt1, S2.5.3(d)
   •       Verify location and levels of all services on site.                     Reinstate spoon drain
   •       Verify that floors and finished levels enable                                                                                                                                                          Builder is to follow the best practice
           connection to required services on site.                                                                                                                                                               guidelines for controlling stormwater
   •       Real property information to be confirmed by                                                                                                                                                           pollution from building sites by local council
           licensed surveyor prior to construction.
   •       Bearings have been corrected by modelling                                                                                                                                                              The builder is responsible to check all existing
           software to read in a clockwise direction.                                                                                                                                                             services prior to beginning construction
           This may cause discrepancies of 180 deg from
           original survey information.
   •       Site levels, driveway design & site works to
           detail by others.

   These drawings have been prepared for building                                                     Remove garden bed and
   permit application only. It is the builder's / proprietor's
   responsibility to further interpret the design and
                                                                                                      install additional parking
   drawings to detail the project for construction.                                                   spaces
   Termites
   Protection against subterranean termites to be
   in accordance with A.S. 3660 Part 1. (protection
   of buildings from subterranean termites).
   Protection against subterranean termites to                                                                                        existing approved carpark
   apply to all "primary building elements".
   The builder is to provide physical barriers to
                                                                                                                                      5 spaces
   the entry by subterranean termites by                                                                                              22/03/91 Plan No. 600191.3
   construction of all slabs & timber floor framing in
   accordance with A.S. 2870.1 (Residential footing
   and slab construction). and A.S. 3600 (Concrete
   structures code). In addition all slab penetrations
   are to be protected using stainless steel mesh.
   (Termimesh or equivalent fitted to manuf. spec.).
   External perimeter barrier to be installed by
   excavation trenches, treating the exposed
   trench and backfilling the trench with treated
   material and protecting the trench with a
   50mm thick concrete cover strip x 300mm
   wide measured from the external wall of the
   building. 2 durable notices shall be installed
   in prominent locations stating method of
   protection, date of installation, life expectancy
   and scope and duration of future inspections.                                                                                                                                                                      Drawing Schedule
   Regular inspections of the building are to be
   carried out to ensure the barrier has not                                                                                                                                                                                                           Current Revision
   been bridged by termites.                                                                                                                                                                 Sheet No.           Sheet Name                 Revision        Date
   Inspections are to be carried out as per notices.
                                                                                                                                                                                                  A.01   SITE PLAN
                                                                                                                                                                                                  A.02   FLOOR PLAN
                                                                                                                                                                                                  A.03   ELEVATIONS




                                                                        AS CONTRUCTED RESIDENCE                                                                                                                  SCALE @A3
                                                                                                                                                                                                                              0   1m   2m      4m       6m      8m        10m


                                                                        ZEST BUIDLING DESIGN STUDIO                 Project Address                     Drawing Title                                                         1:200




                                                                                                                                                                                                                                                       A.01
                                                                        Sunshine Coast                              1 Kingsgate Drive Orange on
                                                                        P | 0457314346
                                                                        A | 30 Wattlebird Drive, Doonan, QLD 4562
                                                                        E | [email protected]
                                                                                                                    Sunrise TINBEERWAH 4563
                                                                                                                                                        SITE PLAN
                                                                        W | www.zestbuildingdesign.com.au
                                                                        ABN: 37 601 151 508
                                                                        Q.B.C.C Lic. No: 1307012                    Client Name
                                                                                                                                                                                                                                                    Phase    Bld #   Issue
                                                                        Designer (s)
                                                                        I. Brundell
                                                                                                                    RG Strategic
                                                                                                                                                                            Issue   Description                Date
                                                                                                                                                                                                                            16072                   AC 00
                                                                                                                                                                                                     AS CON
Original sheet size A3 (297x420)                      Plot date:   21/03/2017 4:10:32 PM