Attachment C - SCG Soil test and Footing report

Where it is necessary to construct construction joints to meet the articulation requirements, they can be placed in places of limited visibility. For
example behind downpipes. Internal masonry walls should be articulated where they abut the perimeter walls.
The designer of the building must also ensure that articulation is established:
        1.      Adjacent to a change in floor level which exceeds 400 mm.
        2.      If any proposed extension abuts any existing structure, full height articulation must be established where the new masonry joins
                the old.
        3.      Where a masonry wall transgresses from one footing type to another - eg from a perimeter footing to a continuous footing.
If the building has any masonry arches we must be contacted for further advice.
Methods of articulation are well documented in “Technical Note 61” by the Cement & Concrete Association.


F       RECOMMENDATIONS
F.1     Recommendations for Builders
Codes of Practice: All construction work associated with this report must be undertaken in accordance with the BCA “part 3.1 – Site
Preparation” and “part 3.2 – Footings & Slabs” and AS2870-2011 “Residential Slabs and Footings”.
Underground Services/Plumbing: Where structures are built over filled, soft or loose soils, services will need to be supported so that potential
movement within the soils does not cause them damage or cause incorrect alignment which could cause leakage. Such measures can include
but are not limited to the provision of expansion joints, sleeved or foam lagged pipe penetrations throughout the structure or treatment of the
soils prior to construction. The attached illustrations detail minimum requirements.
Arrange plumbing fixtures so that the slab and beam penetrations are kept to a minimum and where necessary sleeved to allow for movement
with 40mm thick closed cell polythene or similar material. Where the penetration is within 150mm of the base of a beam or footing, the depth of
this footing element should be deepened by approximately twice the diameter of the penetration. All plumbing and drainage must comply with
the requirements of the National Plumbing and Drainage Code AS3500.
For Class H & E sites, AS2870 - 2011 requires that plumbing pipes servicing dwellings in class H & E sites be fitted with sleeved expansion
joints, rotational swivel joints and foam lagged penetrations.
Refer to the attached detail sheet “Plumbing Requirements Class M, H and E sites.
Site Drainage - Class A Sites: The ground surrounding the dwelling and the building site must be graded and drained so that stormwater is
shed away from the house area in all directions during and after construction. Particular attention should be given to all drainage so stormwater
is not introduced to the foundation soils leading to potential scour. Roof water must be diverted away from the building prior to and after the roof
is installed. Correct drainage is an essential part of our recommendations. If the site is not prepared correctly, excessive foundation
movements may occur leading to damage within the supported structure.
Site Drainage - Class S, M, H & E Sites: The ground surrounding the dwelling and the building site must be graded and drained so that
stormwater is shed away from the house area in all directions, during and after construction. A minimum grade of 1 : 20 (vertical : horizontal) for
1.5m must be provided. Hard landscaping such as terrace slabs adjacent the dwelling can assist in this. Roof water must be diverted away
from the building site prior to and after the roof is installed. Where building delays occur, temporary downpipes may be necessary. Constant
maintenance of roof drainage is essential. If a rainwater tank (or similar) is to be sited within 6 meters of a structural footing, we should be
consulted for further advice. External water taps, air conditioner overflows, tank and hot water cylinder overflows should be over grated pits
connected to the drainage system. The ground surrounding the building must be graded and drained so water is shed away from the house in
all directions.
Particular care should be taken with drainage, plumbing and electrical trenches so that they do not introduce moisture into the soils supporting
the foundations or destabilise the footings by undermining them. The base of any trenches under the floor or within 1.5 meters of the building
should be sloped away from the house and should be backfilled with compacted clay plug.
Correct drainage is an essential part of our recommendations and is documented in the CSIRO handout BTF-18 attached to the clients copy of
this report. (Additional copies available upon request.) If the site is not prepared correctly, excessive soil moisture may occur in some areas,
which can lead to excessive foundation movements possibly damaging the supported structure.
Bracing for Wind Forces: Unless noted, we do not detail slab thickenings or pad footings to conform to wind bracing. Where a bracing wall is
to be bolted to a slab, 40mm bottom concrete cover attained for a radius of 150mm is required around the bolts unless noted by other
consultants.
Inspections: We require 24 hours notice if you require engineers site inspections. Inspections can be booked between 8.30am and 4.30pm
Monday to Friday by telephoning 07 5455 5604.
Silt Retention:    The builder is responsible for ensuring appropriate silt retention measures are in placed and maintained throughout
construction.
Site Classification: The site classification is calculated in accordance with the “AS2870-2011 - Residential Slabs and Footings-Construction”
and relates to the estimation of Ys, “The characteristic surface movement” within reactive soil profiles. The limits used for this classification are
as follows:
                                       Predicted Surface Movement                   Classification
                                       Ys = <=20mm                                  S          Slight
                                       Ys = >20 – 40mm                              M          Moderate
                                       Ys = >40 – 60mm                              H1         High-1
                                       Ys = 60 – 75mm                               H2       High-2
                                       Ys = > 75mm                                  E          Extreme
                                       Problem sites                                P          Problem




SCG Consulting Engineers                                                                               Appendices C to G: Page 3 of 6