REFERENCE # : 2111137-3
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REFERENCE # : 2111137-3
Details of this Shed
Building Class – 10 A non-habitable building or structure. (Refer NCC A6G11)
Weight – Approximately: 1,800 kg
Span – Main Building: 7 metres
Length – 9 metres (3 Bays of 3 metres each)
Height – 2.6 metres (Low Side), 3.83 metres (High Side)
Roof Type – Skillion, 10 degree pitch
Roof – COLORBOND® steel TRIMCLAD® 0.42 BMT (0.47TCT) sheeting, BlueScope
Walls & Trims – COLORBOND® steel TRIMCLAD® 0.42 BMT (0.47TCT) sheeting, BlueScope
Gutters – 115 High Front quad gutter UNSLOTTED. Nominal downpipe spacing = 3m.
Roller Doors – Two (2) COLORBOND® steel 2.6m high x 2.6m wide roller doors (roller door is wind rated). Door height will necessitate a manual system (by owner) to reach the top of the door for opening and closing. Refer to the General Specification (# Access Doors) in relation to opening sizes. The Roller Doors are boxed or steel wrapped for protection during transport.
PA Doors – One (1) 2040h x820w COLORBOND® steel door. Single skin metal clad door with COLORBOND® steel facings and fold-down vertical sides for strength and appearance. On a welded RHS frame, the door is pre-hung into a powdercoated frame. Supplied with a Knob/Knob entrance set;
Dividing Walls – One (1) running across the span of the building. COLORBOND® steel TRIMCLAD® 0.42 BMT (0.47TCT) sheeting. This wall is structural – it must be installed and cannot be moved at any time.
Open Bays – Two (2) 3m open bays – along the sides of the steel building. Refer to Layout (attached) for location & height clearances.
Open Gable-Ends – Steel building has sheeting as shown whilst the right-end-wall-mullions have been removed. Refer to the Layout attached.
Bracing – The building will have Knee braces. Clearances are subject to the engineer’s final design requirements. Estimated internal knee clearances are: Main Building 2.009m (Left Side), 3.126m (Right Side) .
Roof Purlins & Wall Girts – Tophat sections with a minimum overlap of 10% of the bay width.
Fixing to Concrete – Screw-Bolts fitted after concrete is cured.
Site Design Specifications
Site – South Eastern TAS 7030 Australia
NCC Version – NCC 2022
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 45 m/s; Region A3; TC = 2.5; Mt = 1; Mc = 0; Ms = 1.0; giving a Vdes of 39.2 m/s.
Earthquake – An Earthquake Acceleration Co-efficient (Z) of up to 0.08 has been allowed for in the design of the building, however wind is the determining design factor.
Other Design Factors – No Snow Loading allowed.
Pricing at May 2023
Kit Price – $13,936.36
GST – $1,393.64
Delivery – FREE*
Pay-on-Time discount – ($1,150.00)#
TOTAL (inc GST) – $14,180.00
* subject to standard delivery area
#Pay-on-Time discount is applied so long as the final payment is received 10 working days prior to the advised delivery date.
REFERENCE # : 2111137-3
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.
