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Appendix A - Proposal Plans
Plans and drawings
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Log in to see the plans as drawn General Notes
1. These notes are to be read in conjunction with other relevant drawings and
specifications. Any discrepancy to be referred to the Engineer.
2. All dimensions are to be checked on site before work starts. Variations to be
confirmed and agreed. Dimensions shall not be obtained by scaling the drawings.
Steelwork
1. Cold formed steel sections of 1.2mm thickness or less shall have a minimum yield
stress of 500MPa and 450MPa for greater thickness.
Windows
1 x W1 - 900x1200 (SF) 2. Cold formed girts and purlins shall be Lysaght, Stramit, Mecano or equivalent sizes,
1 x W1 - 900x1200 (SF)
Rollers and sections properties. Fabrication shall comply with all manufacturer's catalogue and
1 x - 3610x3100
1 x - 2880x2800 manuals conforming to 4600:2018, The Cold Formed Steel Structures Code.
1 x - 2880x2800 3. All M16 bolts shall be 8.8/S, 830MPa Minimum Tensile Strength to AS1252 and all
M12 bolts shall be 4.6/S, 400MPa Minimum Tensile Strength to AS1111.
14000
4. Steel flat bars, angular bars, universal beams/columns shall be Grade 250 to
W1
AS3679, with a 410MPa Minimum Tensile Strength.
5. RHS and SHS shall be as indicated in the drawing to comply with AS1163 and
AS4100
· Tru Blu, Big Blu with 350MPa minimum yield strength
· Greens Tuf with 450MPa minimum yield strength.
12° Fall
6. Roof, wall, sway braces and fly braces shall be as shown in the drawing, or to
manufacturer's manuals.
7. All weldments shall be 6mm fillet minimum and to receive an appropriate coat of anti-
corrosive paint before any final finish coating is applied.
8. Stability of the structure during construction is the Builder's responsibility. Provide
suitable temporary bracing as needed.
Gable Awning
6000mm
11000
11000
Earthwork
1. All vegetation, roots, top soil and unsuitable materials within the building area shall
be stripped as required. Approved filling materials shall be evenly spread and
adequately compacted to 90% SRD. Approximate soil bearing capacity shall be at least
100KPa. Client is advised to obtain Engineer's soil report, or local Council advice with
regards to the soil condition of the site. Concrete sizes are based on "M" or "S" soil
types. Footings founded on natural stiff ground.
12° Fall
2. Base course to slab shall be as shown in the drawing.
3. Site drainage shall be maintained at all times before and after construction, to prevent
increase in moisture content in the supporting soil for foundation, slab and other
components on ground. Water down pipe shall be extended at least 1.0m away from
the edge of ground beam/slab towards a drain out.
4. Termite soil poisoning under the slab shall be applied to AS3660.1:2014, if required
W1
by Local Authority.
14000
5. Owner of the building is advised to obtain a copy of "Guide to Home Owners On
Foundation Maintenance And Footing Performance"
Mr Vic Bacud Jr Proposed Structure For:
COPYRIGHT: This drawing remains the DWG NO: Cb9q8y-0722-1 Sheet 2 of 7 DO NOT SCALE
Registered Professional Engineer Pomona Kin Kin Cabins Pty Intended Page Size: A3
property of Mecano Sheds Pty Ltd and is JOB-REF: 12674TS Date: 27/07/2022 Intended Page Orientation: landscape
MIEAust CPEng provided for the use described and may Ltd (Contact Richard
RPEQ 3647 not be used or reproduced in whole or in Mathison) To ensure the Validity of this Engineering and prevent fraudulent use, please scan the QR Code or visit:
NPER-3: Civil and Structural Located At:
part without express written permission.
ABN: 15 642 947 528 [email protected]
mectech.com.au/validate/eng?id=Cb9q8y-0722-1
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