W6107fd f15.pdf - form 15 footing & slab design · OPW16/0220

Report No:    W6107fd.
Client Name: K Grandemange
Report Date: September 27, 2016
Site Address: No 61 Morinda Circuit, Noosaville.

                                  Footing Design Report.

a)     Site Classification.
b)     Constructing Building Platform.
c)     Stiffened Raft & Pad Footings.
d)     Building measurements & siting and existing services.
e)     Footing & slab inspections.
f)     Definitions.
g)     Construction & maintenance notes 1 & 2.
h)     Footing & Slab layout – W6107fd drawings

We advise all owners and occupiers of the structures designed in this report to read,
understand and follow the construction & maintenance notes - especially where relating
to watering & planting of trees, shrubs & garden beds. It is also important that the
proposed site drainage be maintained and is not impaired by future landscaping.

Site Classification & Drawings.

This footing design is based on the site investigation report S7920 not attached – Class
“H1” – Ys = 45-50 mm - as per AS2870 - 2011, Residential slabs and footing code.

Changing the soil profile by adding fill or cutting will change the site classification.

Constructing Building Platform.

Follow construction notes as per attached drawings W6107fd. Where level platforms are
required, the platform must be 3 metres in width larger than the proposed structure.

Stiffened Raft & Pad Footings.

All footings are to be constructed as per the footing & slab design indicated in drawings
W6107fd and founded a minimum of 300mm into the natural stiff silty clay \referred to
as the target foundation material – see site investigation logs.

Stiffened raft footings must be deepened to past fill or other natural material, to be
founded into the target foundation material.




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