REFERENCE # : 2501005
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REFERENCE # : 2501005
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: 3300.00 kg
Span – Main Building: 6 m
Length – 7.5 m (2 Bays of 3.75 m each)
Height – 6 m
Roof Type – Gable, 22.5 degrees
Roof – COLORBOND® steel CORODEK® 0.42 BMT sheeting, BlueScope
Walls & Trims – COLORBOND® steel TRIMCLAD® 0.42 BMT sheeting, BlueScope
Gutters – COLORBOND® GUTTER-06. We have calculated the number of [Supplied by Others] downpipes required for: Left Side = 1. Right Side = 1.
Roller Doors – Two (2) COLORBOND® steel 2.25m high x 2.75m wide roller doors (with 2 motorised unit (GDO-6 V3 (or similar) with 2 remote handpieces), roller door is wind rated). 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) 920mm wide Double skin pre-hung door with COLORBOND® steel® steel facings and fold-down vertical sides for strength and appearance. Powder coated welded frame.Supplied with a Knob/Lever entrance set.
Skylights – Two (2) sheets of 2400gsm Industrial Grade Translucent (Opal) Fibreglass. Two (2) on left side of steel building roof.
Bracing – The building will have Apex braces. Estimated internal apex clearance is: 6.485m. Side Walls bracing will be supplied as cable.
Mezzanine – Two (2) bays, starting at bay One (1). Height under joist to be 2.7m, with a clearance under the bearer of 2.35m. Steel bearers and joists only. Bearers supported by Zero (0) to One (1) mid columns. Stairs, balustrading and timber flooring supplied by others. Allowable floor load is 3.0kPa uniformly distributed. 300kg/m2 uniformly distributed.
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 – Southeastern SA 5006 Australia
NCC Version – NCC 2022
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 45.00 m/s ; Region A1; TC = 2.5; Mt = 1; Mc = 1; Ms = 1.0; giving a Vdes of 39.9 m/s.
Earthquake – An Earthquake Acceleration Co-efficient (Z) of up to 0.1 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 – $24,481.82
GST – $2,448.18
Delivery – FREE*
Pay-on-Time discount – ($2,700.00)#
TOTAL (inc GST) – $24,230.00
* 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 # : 2501005
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.
