ABSCO SHEDS 15081SK 매뉴얼 - 페이지 15

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Absco Skillion Roof Shed Notes

General

• 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

Absco Industries

Assembly Instruction Manual

ABSCO SPACE SAVER SHED

MODEL: 15081SK

1.52mW x 0.78mD x 1.80mH, 1.95mH

AU: 1800 029 70 1

NZ: 0800 466 444

Model: 15081SK

www.abscosheds.com.au

11/11/19

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