REFERENCE # : 2501099
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REFERENCE # : 2501099
Details of this Shed
Building Class – 10a A non-habitable building including a private garage, carport, shed or the like. (Refer NCC A6G11)
Weight – Approximately: 13600.00 kg
Span – Main Building: 20 m
Length – 40 m (8 Bays of 5 m each)
Height – 5 m
Roof Type – Gable, 10 degrees
Roof – COLORBOND® steel TRIMCLAD® 0.42 BMT sheeting, BlueScope
Walls & Trims – COLORBOND® steel TRIMCLAD® 0.42 BMT sheeting, BlueScope
Gutters – COLORBOND® GUTTER-05. We have calculated the number of [Supplied by Others] downpipes required for: Left Side = 21. Right Side = 21.
Solar Panels – Your building has been designed to allow for the loads of a future installation of Solar Panels (by others). The information you have provided is that you have no intention of installing a storage battery in the future and that you have a single-phase power connected to your property. Currently this allows for you to export to the grid up to 5kW. You would most likely install up to 6.6kW of panels. Depending on the panel this equates to 19 to 20 solar panels. We calculate that you can fit 20 panels on your new steel building roof. We have engineered the building for panels to be placed on the left side of the main building.
Open Bays – Sixteen (16) 5m open bays – along the sides of the steel building. Refer to Layout (attached) for location & height clearances. NOTE: 2 open bays have bracing across them as shown by an X on each affected bay on the attached layout plan.
Open Gable-Ends – Steel building has sheeting as shown whilst the end-wall-mullions have been removed. Refer to the Layout attached.
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 2.868m. Estimated internal apex clearance is: 5.775m. Side Walls bracing will be supplied as cable.
Roof Purlins & Wall Girts – Z sections bolted to rafters & columns with a minimum overlap of 10% of the bay width.
Fixing to Concrete – Columns embedded into the concrete footings.
Site Design Specifications
Site – Central Coast QLD 4660 Australia
NCC Version – NCC 2022
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 57.00 m/s ; Region B; TC = 2.5; Mt = 1; Mc = 1; Ms = 1.0; giving a Vdes of 47.6 m/s.
Earthquake – An Earthquake Acceleration Co-efficient (Z) of up to 0.11 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: 2022.
Other Design Factors – No Snow Loading allowed.
Roof Only – Less than 50% filled under
Pricing at Jan 2025
Kit Price – $83,281.82
GST – $8,328.18
Delivery – FREE*
Pay-on-Time discount – ($9,170.00)#
TOTAL (inc GST) – $82,440.00
* 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 # : 2501099
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.
