REFERENCE # : 2409061
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REFERENCE # : 2409061
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: 8,900 kg
Span – Main Building: 12 m
Length – 32 m (8 Bays of 4 m each)
Height – 4 m
Roof Type – Gable, 10 degrees
Roof – ZINCALUME® steel TRIMCLAD® 0.42 BMT sheeting, BlueScope
Walls & Trims – ZINCALUME® steel TRIMCLAD® 0.42 BMT sheeting, BlueScope
Gutters – ZINCALUME® GUTTER-05. We have calculated the number of [Supplied by Others] downpipes required for: Left Side = 8. Right Side = 8.
Roller Doors – One (1) ZINCALUME® steel 3m high x 2.85m wide roller door (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 Door is boxed or steel wrapped for protection during transport.
PA Doors – One (1) Larnec 2040h x 820w Single skin metal clad pre-hung door with ZINCALUME® steel® steel facings and fold-down vertical sides for
strength and appearance. Powder coated welded RHS frame. Supplied with a Knob/Lever entrance set. 180 degrees opening and reversible handing;
Dividing Walls – One (1) structural wall coloured red running across the span of the building between bays 7 & 8. ZINCALUME® steel TRIMCLAD® 0.42 BMT sheeting. This wall will be the colour selected for internal walls. This wall is structural – they must be installed in the location shown.
They cannot be moved at any time.
Open Bays – Seven (7) 4m open bays – along the sides of the steel building. Refer to Layout (attached) for location & height clearances.
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 2.324m. Estimated internal apex clearance is: 4.332m.
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 – South Eastern QLD 4340 Australia
NCC Version – NCC 2022
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 57 m/s ; Region B; TC = 2.5; Mt = 1; Mc = 1; Ms = 1.0; giving a Vdes of 47.1 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 Sep 2024
Kit Price – $55,718.18
GST – $5,571.82
Delivery – FREE*
Pay-on-Time discount – ($4,600.00)#
TOTAL (inc GST) – $56,690.00
* 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 # : 2409061
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.
