REFERENCE # : 2302048-2
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REFERENCE # : 2302048-2
Details of this Shed
Weight – Approximately: 5,100 kg
Span – 9 metres
Length – 16 metres (4 Bays: 3.4 metres, 3.4 metres, 4.6 metres, 4.6 metres)
Height – 3.2 metres
Roof Type – Gable, 10 degree pitch
Roof – COLORBOND® steel CORODEK® 0.42 BMT (0.47TCT) sheeting, BlueScope
Walls & Trims – COLORBOND® steel CORODEK® 0.42 BMT (0.47TCT) sheeting laid horizontally, BlueScope
PA Doors – Three (3) 920mm wide pre-hung double skin COLORBOND® steel doors with keyed lockset and lever handle on both sides;
Window Openings – Materials to frame up for window opening(s) including a header flashing to suit Six (6) 1200h x1500w windows, Two (2) 2100h x2100w glass sliding doors and Two (2) 900h x900w windows (the supply of windows is NOT included). NOTE: 2 windows have bracing across them as shown by an X on each affected window on the attached layout plan. Depending on the layout of the internal walls some or all of this bracing can be removed by reallocating the bracing requirement to the internal walls. This design will need to be done by others
Bracing – The building will have Knee and Apex braces. Clearances are subject to the engineer’s final design requirements. Estimated internal knee clearances are: Main Building 2.382m. Estimated internal apex clearance is: 3.498m.
Left & Right Lean-to
Span – 3m
Drop – No drop
Pitch – 6 degrees
Length – Starting bay 1 for 4 bays
Height of External Lean-to wall – 2.88m
Two (2) 3.4m open bays and Two (2) 4.6m open bays – along the sides of the leanto(s). Two (2) 3m open bays on the ends of the leanto(s). Refer to Layout (attached) for location & height clearances.
Roof Purlins & Wall Girts – Z sections bolted to rafters & columns with a minimum overlap of 10% of the bay width.
Fixing to Concrete – Screw-Bolts fitted after concrete is cured
Site Design Specifications
Site – Eastern SA 5730 Australia
Building Class – 1a
NCC Version – The Engineer to select NCC 2019 or NCC 2022 as a Performance Standard
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 45 m/s; Region A1; TC = 2.5; Mt = 1.01; Ms = 1.0; giving a Vdes of 39.5 m/s.
Earthquake – An Earthquake Acceleration Co-efficient (Z) of up to 0.14 has been allowed for in the design of the building, however wind is the determining design factor. Any plasterboard must be articulated in accordance with ASNZS 1170.4:2007 and the requirements of the NCC:2019.
Other Design Factors – No Snow Loading allowed.
Pricing at Feb 2023
Kit Price – $34,100.00
GST – $3,410.00
Promotional Discount – ($2,820.00)
Loading of Truck – Free
TOTAL (inc GST) – $34,690.00
* subject to standard delivery area
REFERENCE # : 2302048-2
Specific Inclusions
- Determination of the design criteria by the engineer. This includes assessment in 8 cardinal directions to determine the site design wind speed based on the building orientation.
- A comprehensive step by step Construction Kit. This kit is specific to your building and gives step by step, simple to follow instructions on how to build your building.
- Engineering certification of the steel building to the appropriate Australian Standards.
- Slab or Pier designs for soil classes A, S, M, H1 and H2.
- Materials, as nominated above, supplied as per the attached General Specification”.
- BlueScope – product warranties of up to 15 years apply.
Specific Exclusions
- Drawings, other than detailed above.
- Consent authority including any building, development or construction certificate application(s).
- Construction of the steel building and any foundations (the building is supplied as a kit).
- Insurance of the steel building once delivered to site or collected from the depot.
