REFERENCE # : 2412034

6m x 12m x 2.7m Region C Skillion Roof Shed with 2m Awning and 2 PA Doors

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REFERENCE # : 2412034

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: 2400.00 kg
Span – Main Building: 4 m
Length – 12 m (3 Bays of 4 m each)
Height – 2.7 m (Low Side), 3.12 m (High Side)
Roof Type – Skillion, 6 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 = 4. Right Side = 4.
PA Doors – Two (2) Larnec 2040h x 820w Single skin metal clad pre-hung doors 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;
Window Openings – Materials to frame up for window opening(s) including a header flashing to suit Four (4) 900h x1200w windows and One (1) 2100h
x2100w glass sliding door (the supply of windows and glass sliding doors NOT included).
Bracing – The building will have Knee braces. Clearances are subject to the engineer’s final design requirements. Estimated internal knee clearances are: Main Building 2.426m (Left Side), 2.019m (Right Side) .
Left Lean-to
Span – 2m
Drop – No drop
Pitch – 6 degrees
Length – Starting bay 1 for 3 bays
Height of External Lean-to wall – 2.49m
Three (3) 4m open bays – along the sides of the leanto. Two (2) 2m 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 – Central Coast QLD 4670 Australia
NCC Version – NCC 2022
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 61.20 m/s ; Region C; TC = 2.5; Mt = 1; Mc = 1.05; Ms = 1.0; giving a Vdes of 50.3 m/s.
Earthquake – An Earthquake Acceleration Co-efficient (Z) of up to 0.11 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 Dec 2024

Kit Price – $17,690.91
GST – $1,769.09
Delivery – FREE*
Pay-on-Time discount – ($1,460.00)#
TOTAL (inc GST) – $18,000.00
* 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 # : 2412034

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.