REFERENCE # : 2501004
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REFERENCE # : 2501004
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: 2700.00 kg
Span – Main Building: 3.5 m
Length – 14 m (4 Bays of 3.5 m each)
Height – 3 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 = 2.
Roller Doors – Two (2) COLORBOND® steel 2.497m high x 2.586m 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) Larnec 2040h x 820w Single skin metal clad pre-hung door with COLORBOND® 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;
Bracing – The building will have Knee braces. Clearances are subject to the engineer’s final design requirements. Estimated internal knee clearances are: Main Building 2.076m.
Right Lean-to
Span – 3m
Drop – No drop
Pitch – 6 degrees
Length – Starting bay 3 for 2 bays
Height of External Lean-to wall – 2.68m
Two (2) 3.5m 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 – Z sections bolted to rafters & columns with a minimum overlap of 10% of the bay width. Brackets are provided so that the Z is bolted through the web.
Fixing to Concrete – Screw-Bolts fitted after concrete is cured.
Site Design Specifications
Site – North Coast QLD 4740 Australia
NCC Version – NCC 2022
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 65.90 m/s ; Region C; TC = 2.5; Mt = 1; Mc = 1.05; Ms = 1.0; giving a Vdes of 54.2 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 Jan 2025
Kit Price – $21,972.73
GST – $2,197.27
Delivery – FREE*
Pay-on-Time discount – ($2,420.00)#
TOTAL (inc GST) – $21,750.00
* 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 # : 2501004
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.
