REFERENCE # : 2312052

10m x 20m x 5m Storage Shed With Mezzanine Floor, Roller Door and PA Door

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REFERENCE # : 2312052

Details of this Shed

Building Class – 10 A non-habitable building or structure. (Refer NCC A6G11)
Weight – Approximately: 8,400 kg
Span – Main Building: 10 metres
Length – 20 metres (4 Bays of 5 metres each)
Height – 5 metres
Roof Type – Gable, 10 degree pitch
Roof – COLORBOND® steel TRIMCLAD® 0.42 BMT (0.47TCT) sheeting, BlueScope
Walls & Trims – COLORBOND® steel TRIMCLAD® 0.42 BMT (0.47TCT) sheeting, BlueScope
Roller Doors – One (1) COLORBOND® steel 4.4m high x 4m wide roller door supplied with a planetary gearing system (roller door is wind rated). Refer to the General Specification (# Access Doors) in relation to opening sizes. The Roller Door is boxed or steel wrapped for protection during transport. Refer to the Building information for details on Industrial Door Handing.
PA Doors – One (1) 2040h x 820w COLORBOND® steel door. Single skin metal clad door with COLORBOND® steel facings and fold-down vertical sides for strength and appearance. On a welded RHS frame, the door is pre-hung into a powdercoated frame. Supplied with a Knob/Knob entrance set;
Window Openings – Materials to frame up for window opening(s) including a header flashing to suit Three (3) 900h x1200w windows (supply of the window is NOT included).
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 3.503m. Estimated internal apex clearance is: 5.257m. 
Mezzanine – Three (3) bays, starting at bay Two (2). Height under joist to be 2.6m, with a clearance under the bearer of 2.3m. Steel bearers and joists only. Bearers supported by Two (2) mid columns. Stairs, balustrading and timber flooring supplied by others. Allowable floor load is 3.0kPa uniformly distributed. (Suitable for a office for general use or General storage up to 1.2m high – No concentrated loads).
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 NSW 2622 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; giving a Vdes of 39.2 m/s.
Other Design Factors – No Snow Loading allowed.

Pricing at Dec 2023

Kit Price – $54,463.64
GST – $5,446.36
Delivery – $80.00
Pay-on-Time discount – ($4,500.00)#
TOTAL – (inc GST) $55,490.00
* 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 # : 2312052

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.