REFERENCE # : 2410016
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REFERENCE # : 2410016
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: 4,800 kg
Span – Main Building: 10 m
Length – 16 m (4 Bays of 4 m each)
Height – 3.7 m
Roof Type – Gable, 10 degrees
Roof – COLORBOND® steel CORODEK® 0.42 BMT sheeting, BlueScope
Walls & Trims – COLORBOND® steel CORODEK® 0.42 BMT sheeting, BlueScope
Gutters – COLORBOND® GUTTER-05. We have calculated the number of [Supplied by Others] downpipes required for: Left Side = 5.
Roller Doors – Two (2) COLORBOND® steel 3m high x 2.75m 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.
Window Openings – Materials to frame up for window opening(s) including a header flashing to suit One (1) 2100h x1800w glass sliding door and Two (2) 900h x1200w windows (the supply of windows and glass sliding doors 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 2.245m. Estimated internal apex clearance is: 4.007m.
Right Lean-to
Span – 4m
Drop – No drop
Pitch – 6 degrees
Length – Starting bay 1 for 4 bays
Height of External Lean-to wall – 3.28m
Four (4) 4m open bays – along the sides of the leanto. Two (2) 4m 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.
Fixing to Concrete – Screw-Bolts fitted after concrete is cured.
Site Design Specifications
Site – South Eastern QLD 4562 Australia
NCC Version – NCC 2022
Design Wind Criteria for the Highest Cardinal Direction – Importance Level 2 with a Vr of 57 m/s ; Region B; TC = 2.96; Mt = 1; Mc = 1; Ms = 1.0; giving a Vdes of 45.1 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 Oct 2024
Kit Price – $31,918.18
GST – $3,191.82
Delivery – FREE*
Pay-on-Time discount – ($2,640.00)#
TOTAL (inc GST) – $32,470.00
* 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 # : 2410016
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.
