Orange on Sunrise - Appendic B - Use Plans - 151116

   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
                                                                                                                                                                 Carpark to Gemeral Store                                                                       Domestic driveway design requirements :
   General                                                                                                                                                                                                                                                      •  3m minimum width (AS 2890:2004 Amdt1, S2.6.1)
   Do not scale from these drawings, figured
                                                                                                                                                       Dr                                                                                                       •  Maximum 1 in 4 (25%) gradient (AS 2890:2004


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

                                                                                                                                           sg
   when in doubt consult the designer prior to
                                                                                                                                                                                                                                                                Changes in grade for straight driveways to prevent
   commencing construction. It is the
                                                                                                                                g
                                                                                                                            Kin
   builders responsibility to:                                                                                                                                                                                                                                  vehicle scraping driveway require grade transitions
                                                                                                                                                                                     Existing General Store                                                     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




                                                                                                                                                                                      Su
           connection to required services on site.                                                                                                                                                                                                             guidelines for controlling stormwater
                                                                                                               Gravel Driveway
   •       Real property information to be confirmed by                                                                                                                                                                                                         pollution from building sites by local council
           licensed surveyor prior to construction.                                                                                                             Residence




                                                                                                                                                                                         nri
   •       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




                                                                                                                                                                                            se
           original survey information.
   •       Site levels, driveway design & site works to
           detail by others.




                                                                                                                                                                                                Rd
   These drawings have been prepared for building                                                                                                                                                                                                                     Drawing Schedule
   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                              A             15/11/16
   Protection against subterranean termites to be
                                                                                                                                                                                                                                               A.02   FLOOR PLAN                             A             15/11/16
   in accordance with A.S. 3660 Part 1. (protection
   of buildings from subterranean termites).                                                                                                                                                                                                   A.03   ELEVATIONS                             A             15/11/16
   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 GENERAL STORE                                                                                                                                                            SCALE @A3
                                                                                                                                                                                                                                                                            0   1m   2m      4m       6m       8m       10m


                                                                        ZEST BUIDLING DESIGN STUDIO                      Project Address                    Drawing Title                                                                                                   1:200

                                                                        Sunshine Coast                                   1 Kingsgate Drive Orange on
                                                                        P | 0457314346
                                                                        A | 30 Wattlebird Drive, Doonan, QLD 4562
                                                                        E | [email protected]
                                                                        W | www.zestbuildingdesign.com.au
                                                                        ABN: 37 601 151 508
                                                                        Q.B.C.C Lic. No: 1307012
                                                                                                                         Sunrise TINBEERWAH 4563

                                                                                                                         Client Name
                                                                                                                                                            SITE PLAN
                                                                                                                                                                                                                                                                                                     A.01
                                                                                                                                                                                                                                                                                                  Phase     Bld #     Issue
                                                                        Designer (s)
                                                                        I. Brundell
                                                                                                                         Margaret McFarland C/O RG
                                                                                                                         Strategic
                                                                                                                                                                                                                A
                                                                                                                                                                                                              Issue
                                                                                                                                                                                                                      AsCon V2
                                                                                                                                                                                                                                 Description
                                                                                                                                                                                                                                                           15/11/16
                                                                                                                                                                                                                                                             Date
                                                                                                                                                                                                                                                                           16072                  AC 00               A
Original sheet size A3 (297x420)                      Plot date:   15-Nov-16 4:23:59 PM
                                                                                                                                                                                                                                                  AS CON