Absco Industries
Assembly Instruction Manual
ABSCO SPACE SAVER SHED
MODEL: 15081SK
1.52mW x 0.78mD x 1.80mH, 1.95mH
Model: 15081SK
11/11/19
1.1
15
Absco Skillion Roof Shed Notes
• 1.G This instruction manual shall be read in conjunction with other consultants drawings, specifi cations and
written instructions provided by Absco and/or their representatives.
• 2.G The drawings provided herein are for installation and structural engineering purposes only. If discrepancies
are discovered within the documentation provided, these shall be brought to the attention of Absco and
written approvals obtained prior to commencing the affected section of work.
• 3.G If in doubt ask.
• 4.G Until approvals from the local authorities are obtained, commencement of construction from these
drawings shall not commence.
• 5.G Unless varied by the project specifi cation, all materials and workmanship shall be undertaken in
accordance with the relevant Australian standards and the by-laws and ordinances of the relevant building
authorities.
• 6.G All dimensions indicated in these drawings shall be verifi ed on site by the installation contractor. Scaling
of drawings shall not be undertaken.
• 7.G Prior to commencing works on site, the contractor shall verify the position of all services in the area to
ensure that the construction does not interfere with any of those services.
• 8.G During installation on site the shed structures shall be maintained in a stable condition with no part
becoming overstressed or permanently deformed.
• 9.G In circumstances where the shed has been installed in a manner which is inconsistent with the installation
manual, structural certifi cation shall be void.
• 10.G The structural components detailed within this installation manual have been designed for the following
loads in accordance with AS/NZS1170 based on a Class 10a, Type 2 structure:
• Roof Live Load: 0.25 kPa uniformly distributed or 1.1 kN concentrated as per AS/NZS1170.1
• Wind Load: Classifi cation N2, Non-Cyclonic to AS4055 where Vu = 40 m/s, Vs = 26 m/s
Windward wall Cpe = 0.7
Leeward Wall Cp,e = -0.3 to -0.5 as applicable based on shed geometry
Side Wall Cp,e = -0.5 to -0.65 as applicable based on shed geometry
Roof Cp,e = -0.5 to -1.3 depending on wind direction
6-12 Activity St, Acacia Ridge QLD 4110
PO Box 119, Acacia Ridge QLD 4110
AU: 1800 029 70
1
NZ: 0800 466 444
www.abscosheds.com.au
General
