Residence Carparking

   REAL PROPERTY DESCRIPTION
                                                                                                                                                                                                                                                  Storm Water
   Lot: 63 On: RP200339                                                                                                                                                                                                                           Surface water drainage must be prevented from
   Lot / Site Area (m²): 10080 m²                                                                                                                                                                                                                 entering the building with fgl sloping 50mm over
   Local Government: Noosa Shire Council                                                                                                                                                                                                          the first 1m away from the building & the finished
                                                                                                                                                                                                                                                  slab height at a minimum FFL 150mm above FGL or
    STATUTORY INFORMATION:
                                                                                                                                                                                                                                                  minimum 100mm above FGL in sandy, well drained
    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



                                                                                                                                                   Dr
                                                                                                                                                                        Carpark to Cafe                                                           Domestic driveway design requirements :
   General                                                                                                                                                                                                                                        •  3m minimum width (AS 2890:2004 Amdt1, S2.6.1)



                                                                                                                                            at e
   Do not scale from these drawings, figured                                                                                                                                                                                                      •  Maximum 1 in 4 (25%) gradient (AS 2890:2004



                                                                                                                                    sg
   dimensions take precedence at all times -                                                                                                                                                                                                         Amdt1, S2.6.2)



                                                                                                                                ing
   when in doubt consult the designer prior to


                                                                                                                            K
   commencing construction. It is the                                                                                                                                                                                                             Changes in grade for straight driveways to prevent
   builders responsibility to:                                                                                                                                                                                                                    vehicle scraping driveway require grade transitions
                                                                                                                                                                                            Existing Cafe                                         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.
   •       Verify that floors and finished levels enable                                                                                                                                                                                          Builder is to follow the best practice
                                                                                                               Existing Crossover and
           connection to required services on site.                                                                                                                                                                                               guidelines for controlling stormwater
                                                                                                               Gravel Driveway
                                                                                                                                                                                                                                                  pollution from building sites by local council




                                                                                                                                                                                            Su
   •       Real property information to be confirmed by
           licensed surveyor prior to construction.                                                                                                                    Residence
   •       Bearings have been corrected by modelling                                                                                                                                                                                              The builder is responsible to check all existing




                                                                                                                                                                                               nri
           software to read in a clockwise direction.                                                                                                                                                                                             services prior to beginning construction
           This may cause discrepancies of 180 deg from                                                                                             Carparking for existing residence
           original survey information.




                                                                                                                                                                                                  se
   •       Site levels, driveway design & site works to
           detail by others.
                                                                                                                                                     Carparking for Ancillary Dwelling
   These drawings have been prepared for building                                                                                                                                                                                                     Drawing Schedule




                                                                                                                                                                                                      Rd
   permit application only. It is the builder's / proprietor's
   responsibility to further interpret the design and                                                                                                                                                                                                                                  Current Revision
   drawings to detail the project for construction.                                                                                                                    Existing Structure                                    Sheet No.           Sheet Name                 Revision        Date

   Termites                                                                                                                                                                                                                       A.01   SITE PLAN
   Protection against subterranean termites to be
                                                                                                                                                                                                                                  A.02   FLOOR PLAN
   in accordance with A.S. 3660 Part 1. (protection
   of buildings from subterranean termites).                                                                                                                                                                                      A.03   ELEVATIONS
   Protection against subterranean termites to
   apply to all "primary building elements".
   The builder is to provide physical barriers to
   the entry by subterranean termites by
   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.
   Regular inspections of the building are to be
   carried out to ensure the barrier has not
   been bridged by termites.
   Inspections are to be carried out as per notices.




                                                                                                                                 SITE PLAN
                                                                                                                                 Scale 1 : 1000



                                                                        AS CONTRUCTED RESIDENCE

                                                                                                                                                                                                                                                                                       A.01
                                                                                                                                                                                                                                                              0   1m   2m      4m      6m      8m      10m

                                                                                                                                                                                                                                                 SCALE @A3
                                                                        ZEST BUIDLING DESIGN STUDIO                      Project Address                          Drawing Title


                                                                                                                                                                  SITE PLAN
                                                                                                                                                                                                                                                              1:200

                                                                        Sunshine Coast                                   1 Kingsgate Drive Orange on
                                                                                                                         Sunrise TINBEERWAH 4563
                                                                        P | 0457314346
                                                                        A | 30 Wattlebird Drive, Doonan, QLD 4562
                                                                        E | [email protected]
                                                                        W | www.zestbuildingdesign.com.au




                                                                                                                                                                                                                                                            16072
                                                                        ABN: 37 601 151 508
                                                                        Q.B.C.C Lic. No: 1307012                         Client Name
                                                                                                                         RG Strategic
                                                                                                                                                                                                                                                                                    Phase   Bld #    Issue

                                                                                                                                                                                                                                                                                    AC 00
                                                                        Designer (s)
                                                                        I. Brundell
                                                                                                                                                                                                            Issue   Description                Date



                                                                                                                                                                                                                                     AS CON
Original sheet size A3 (297x420)                      Plot date:   11/11/2016 5:19:27 PM