Absco Industries
Assembly Instruction Manual
ABSCO SPACE SAVER SHED
MODEL: 23081SK
2.26mW x 0.78mD x 1.80mH, 1.95mH
Model: 23081SK
11/11/19
1.1
20
Absco Skillion Roof Shed Notes
• 1.S All structural steelwork shall have a corrosion protection system applied consistent with AS/NZS 2312-
2002.
• 2.S All structural steelwork detailed within this installation manual shall be minimum Grade 550 for roll formed
sections (including roof and wall sheeting) and Grade 250 for angle sections.
• 3.S All roof, and wall sheeting shall be minimum base metal thickness of 0.3mm
• 4.S All snaptite channels and jambs shall be minimum base metal thickness of 0.42mm
• 5.S All top hats shall be minimum base metal thickness of 1.0mm
• 6.S All screw fasteners shall be Phil Pan Head Zinc Plated #8 x 3/4” (STP0820)
• 7.S All bolt fasteners for anchoring shall be M10 minimum grade 4.6/S
• 8.S Installation of screw fasteners shall generally be undertaken in accordance with the relevant provisions
of AS1562.
Steelwork
• 1.F The supporting slab foundation for the garden shed shall be of a minimum size indicated on the installation
manual. The top surface of the formed slab shall be level and free of any irregularities which would inhibit
the installation of the shed.
• 2.F The structural engineering design for the supporting slab foundation shall be undertaken by a suitably
qualifi ed structural engineer. The design shall consider all relevent provision of AS3600 and AS2870.
• 3.F Between adjacent footings or excavations, the contractor installing the slab foundation shall not exceed
a rise of 1 in a run of 2 in line of slope.
• 4.F Unless approved in writing by the slab foundation engineer, the limits of excavations near existing
footings shall be in accordance with that indicated below.
Supporting Slab and Foundations
The contactor shall undertake investigatory
localised excavations near existing
footings to ascertain their depth prior to
excavating adjacent to them. It is noted that
excavating to a depth below that indicated
above shall not be undertaken without
the written approval from the engineer.
