REFERENCE # : 2407196
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REFERENCE # : 2407196
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: 1,900 kg
Span – Main Building: 7.2 m
Length – 7.2 m (3 Bays of 2.4 m each)
Height – 3.2 m
Roof Type – Gable, 15 degrees
Roof – COLORBOND® steel CORODEK® 0.42 BMT sheeting, BlueScope
Walls & Trims – COLORBOND® steel TRIMCLAD® 0.42 BMT sheeting, BlueScope
Gutters – COLORBOND® GUTTER-01. We have calculated the number of [Supplied by Others] downpipes required for: Left Side = 1.
Window Openings – Materials to frame up for window opening(s) including a header flashing to suit Three (3) 900h x1500w windows, One (1) 900h x900w
window and One (1) 2100h x2100w glass sliding door (the supply of windows and glass sliding doors NOT included).
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 require the maximum number of panels on your building. We calculate that you can fit 30 panels on your new steel building. This is typically 10.6kW of Solar Panels. You can of course also put panels on your home or other suitably designed structures to get the maximum benefit from your investment. We have engineered the building for panels to be placed on both sides of the main building and on the right lean to.
Bracing – The building will have Knee braces. Clearances are subject to the engineer’s final design requirements. Estimated internal knee clearances are: Main Building 2.541m.
Right Lean-to
Span – 3m
Drop – No drop
Pitch – 6 degrees
Length – Starting bay 1 for 3 bays
Height of External Lean-to wall – 2.88m
Three (3) 2.4m open bays – along the sides of the leanto. Two (2) 3m open bays on the ends of the leanto. Refer to Layout (attached) for location & height clearances.
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 – Eeastern NSW 2329 Australia
NCC Version – NCC 2022
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 45 m/s ; Region A2; TC = 2.5; Mt = 1; Mc = 1; 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 Aug 2024
Kit Price – $12,800.00
GST – $1,280.00
Delivery – FREE*
Pay-on-Time discount – ($1,060.00)#
TOTAL (inc GST) – $13,020.00
* 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 # : 2407196
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.
