REFERENCE # : 2212017

 10m x 20m x 4.5m Region C Skillion Roof Shed With Mezzanine Floor, 4 Roller Doors and 1 PA Door

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REFERENCE # : 2212017

Details of this Shed

Weight – Approximately: 8,900 kg
Span – 10 metres
Length – 20 metres (5 Bays of 4 metres each)
Height – 4.5 metres (Low Side), 5.55 metres (High Side)
Roof Type – Skillion, 06 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 – Four (4) COLORBOND® steel 3m high x 3m 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) 2040h x820w 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 Two (2) 900h x1200w windows (supply of the window is NOT included).
Roof Ventilators – 3 x 300mm Ventilator(s) (same colour as roof).
Bracing – The building will have Knee braces. Minimum internal knee clearances are: Main Building 3.454m (Left Side), 4.389m (Right Side) .
Mezzanine – One (1) bay, starting at bay Five (5). Height under joist to be 2.6m, with a clearance under the bearer of 2.35m. 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. 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 – Central Coast QLD 4680 Australia
Building Class – 10
NCC Version – The Engineer to select NCC 2019 or NCC 2022 as a Performance Standard
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 69.3 m/s; Region C; TC = 2.5; Mt = 1; Ms = 1; giving a Vdes of 57.3 m/s.
Other Design Factors – No Snow Loading allowed.

Pricing at Dec 2022

Kit Price – $60,409.09
GST – $6,040.91
Delivery – FREE*
Promotional Discount (Beat The New Year Rush) – ($4,990.00)
TOTAL (inc GST) – $61,460.00
* subject to standard delivery area

REFERENCE # : 2212017

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.