Minor Change Application

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                                                                                                                                                                                                               SECTION 9- CONSTRUCTION                                                                                           9.3 FLOORS
                                                                                                                                                                                                                                                                                                                                 9.3.1 General
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OF ANNA PAROZ DESIGN AND DRAFTING                    ©
                                                                                                                                                                                                                                                                                                                                                                                                                                      9.4 WALLS
                                                                                                                                                                                                               REQUIREMENTS FORBAL—FZ                                                                                            This Standard does not provide construction requirements for concrete slabs on the ground.           9.4.1 General
                                                                                                                                                                                                                                                                                                                                 9.3 FLOORS                                                                                           The exposed components of external walls shall be as follows:
                                                                                                                                                                                                               SELECTED CONSTRUCTION MATERIAL SUMMARY                                                                                                                                                                                 (a) Non-combustible material including the following provided the minimum thickness is 90 mm:
                                                                                                                                                                                                                                                                                                                                 Lower Level is slab on Ground
                                                                                                                                                                                                              AS 3959:2018.                                                                                                                                                                                                           (i) Full masonry or masonry veneer walls with an outer leaf of clay, concrete,
                                                                                                                                                                                                              A building assessed in Section 2 as being BAL—FZ shall conform with Section 3 and                                                                                                                                       calcium silicate or natural stone.
                                                                                                                                                                                                              Clauses 9.2 to 9.8 and have a minimum setback distance of 10 m from the edge of the                                                                                                                                     (ii) Precast or in situ walls of concrete or aerated concrete.
                                                                                                                                                                                                              classified vegetation.                                                                                                                                                                                                  (iii) Earth wall including mud brick.
                                                                                                                                                                                                              In circumstances where the 10 m setback distance between the building and the edge of the                                                                                                                               or
                                                                                                                                                                                                              classified vegetation cannot be achieved, those elements of the building that are less than                                                                                                                             (b) A system conforming with AS 1530.8.2 when tested from the outside.
                                                                                                                                                                                                              10 m from the edge of the classified vegetation shall conform with AS 1530.8.2.                                                                                                                                         or
                                                                                                                                                                                                              The details for roof systems specified in Appendix H are the result of testing to                                                                                                                                       (c) A system with an FRL of 30/30/30 or –/30/30 when tested from the outside.
                                                                                                                                                                                                              AS 1530.8.2 and are deemed to satisfy solutions for the purpose of this Standard.                                                                                                                                       or
                                                                                                                                                                                                                                                                                                                                 Decking -
                                                                                                                                                                                                                                                                                                                                                                                                                                      (d) A combination of any of Items (a), (b) or (c).
                                                                                                                                                                                                              Any element of construction or system that satisfies the test criteria of AS 1530.8.2 may be                       James Hardie - Hardideck
                                                                                                                                                                                                              used in lieu of the applicable requirements contained in Clauses 9.2 to 9.8.                                       9.3.2.2 Unenclosed subfloor space                                                                    9.4.2 Joints
                                                                                                                                                                                                              NOTES:                                                                                                             Where the subfloor space is unenclosed, the floor system, including bearers, joist and               All joints in the external surface material of walls shall be covered, sealed, overlapped,
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                                                                                                                                                                                                              1 BAL—FZ is primarily concerned with protection from flame contact together with ember                             flooring, shall—                                                                                     backed or butt-jointed to prevent gaps greater than 3 mm
                                                                                                                                                                                                              attack and radiant heat of more than 40 kW/m2.                                                                     (a) have an FRL of at least 30/30/30 and the surface material shall be non-combustible;
                                                                                                                                                                                                              2 Construction in BAL—FZ may require reliance on measures other than construction. The                             or
                                                                                                                                                                                                              requirements for construction of a building BAL—FZ may be regulated by the building                                (b) have the underside of the combustible elements of the floor system protected with a                 (Ref to 9.4.2.2) WALL A - STONE
                                                                                                                                                                                                              authorities having jurisdiction in the States and Territories of Australia.                                        30 min resistance to incipient spread of fire system; or                                               Compliant with (i) Full masonry or masonry veneer walls with an outer leaf of
                                                                                                                                                                                                               JAMES HARDIE LINK FOR MORE FZ OPTIONS :                                                                           (c) conform with AS 1530.8.2 when tested from the underside; or                                        clay, concrete, calcium silicate or natural stone.
                                                                                                                                                                                                               https://www.jameshardie.com.au/ContentfulCMS/Technical-                                                           (d) be a combination of any of Items (a), (b) or (c).
                                                                                                                                                                                                               Library/Bushfire_Prone_Area_Technical_supplement.pdf                                                               (Ref to 9.3.2.2) UNDERSIDE Treated as Eaves by JAMES HARDIE
                                                                                                                                                                                                                                                                                                                                                                                                                                         (Ref to 9.4.2.2) WALL B - Colorbond Cladding Compliant with...
                                                                                                                                                                                                              9.2 SUB-FLOOR SUPPORTS

                                                                                                                                                                                                              This Standard does not provide construction requirements for subfloor supports where the
                                                                                                                                                                                                              subfloor space is enclosed with a wall that conforms with Clause 9.4.
                                                                                                                                                                                                              Where the subfloor space is unenclosed, systems, including support posts, columns, stumps,
                                                                                                                                                                                                              piers and poles, shall—
                                                                                                                                                                                                              (a) have an FRL of at least 30/–/– and shall be non-combustible; or
                                                                                                                                                                                                              (b) be a system conforming with AS 1530.8.2; or
                                                                                                                                                                                                              (c) be a combination of Items (a) and (b).
                                                                                                                                                                                                              NOTE: This requirement applies to the subject building only and not to verandas, decks, steps,
                                                                                                                                                                                                              ramps and landings (see Clause 9.7).
                                                                                                                                                                                                              C9.2 Combustible materials stored in the subfloor space may be ignited by embers and
                                                                                                                                                                                                              impact the building.



                                                                                                                                                                                                              ALFRESCO & DECK POSTS as NASH STANDARD


                                                                                                                                                                                                              STEEL POSTS




                                                                                                                                                                                                                                                                                                                                                                                                                                           AS 1530.8.2:2018
                                                                                                                                                                                                                                                                                                                                                                                                                                           The methods for fire tests on building materials, components and structures, Part 8.2: Tests on
                                                                                                                                                                                                                                                                                                                                                                                                                                           elements of construction for buildings exposed to simulated bushfire attack — Large flaming sources
                                                                                                                                                                                                                                                                                                                                                                                                                                           This Standard provides methods for determining the performance of external construction
                                                                                                                                                                                                                                                                                                                                                                                                                                           elements when exposed to direct flame impingement from the fire front.
                                                                                                                                                                                                                                                                                                                                                   CLIENT:                                                          JOB                                                               DRAWN BY:      DATE DRAWN: CHECKED BY:        APPROVED FOR
                                                                                                                                                                                                            NOTES:                                                                                                                                                                                                  DESCRIPTION :                                                                                                   CONSTRUCTION:
                                                                                                                                                                                                            PLEASE NOTE: DETAILS SHOWN ON THESE PLANS ARE                                                                                          CAMERON & KAREN MITTON                                                                                                                  AP          08.04.25
                                                                                                                                                                                                            INTENDED
                                                                                                                                                                                                                                                                                                                                                                                                                    CUSTOM DESIGN - BAL FZ
                                                                                                                                                                                                            TO BE ACCURATE - HOWEVER INFORMATION WRITTEN INTO                                 56 OYSTER BANK ROAD,                                 SITE ADDRESS:                                                    NOT FOR CONSTRUCTION                                              COUNCIL AREA:                  SCALE:
                                                                                                                                                                                                            INDIVIDUAL CONTRACTS WILL TAKE PRECEDENCE OVER PLANS                              BLI BLI, QLD 4560                                    RP186535                                                                                                                           NOOSA SHIRE
                                                                                                                                                                                                                                                                                                                                                                                                                    PROGRESSION STAGE : WORKING DRAWINGS 1
                                                                                                                                                                                                            * ALL DIMENSIONS ARE IN MILLIMETRES                                               TELEPHONE : 0412 105 174
                                                                                                                                                                                                            * DO NOT SCALE - USE WRITTEN DIMENSIONS                                                                                                7 ASHDOWN COURT, TINBEERWAH                                      DRAWING TITLE:                                                     JOB No:                       DRWG No:           ISSUE:
                                                                                                                                                                                                                                                                                              EMAIL : [email protected]
                                                                                                                                                                                                            * ALL DIMENSIONS ARE TO STRUCTURAL FRAMES ONLY                                                                                         QLD, 4563                                                                                                                          A0068724                                2.3           Lr
                                                                                                                                                                                                               EXCLUDING FINISHED (EXISTING) SURFACES                                         Building Design Licence no. 1269235 (Low Rise)                                                                        BAL FZ CONSTRUCTION. Pg. 1