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Approved Plan - EXE21-0015
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Log in to see the plans as drawnClump of trees; height selected for distance from house — |. Drained pathway Carport Path—+ Garden bed covered with [2 ay) mulch pment gp inca arrears BUTT ete areenri ; a areata should extend outwards a minimum of 900 mm (more in highly reactive soil) and should have a minimum fall away from the building of 1:60. The finished paving should be no less than 100 mm below brick vent bases. It is prudent to relocate drainage pipes away from this paving, if possible, o-ayoid complications from future leakage, If this is not pesaics. earthenware pipes should be replaced by PVC and ackfilling should be of the same soil type as the surrounding soil and compacted to the same density, Except in areas where freezing of water is an issue, it is wise to remove taps in the building area and relocate them well away from the building — preferably not uphill from it (see BTF 19). It may be desirable to install a grated drain at the outside edge of the paving on the uphill side of the building. IF subsoil drainage is needed this can be installed under the surface drain. Condensation In buildings with a subfloor void such as where bearers and joists support flooring, insufficient ventilation creates ideal conditions for condensation, particularly where thete is little clearance berween the floor and the ground. Condensation adds ro the moisture already present in the subfloor and significantly slows the process of drying our. Installation of an adequate subfloor ventilation system, either natural or mechanical, is desirable. Warning: Although this Building Technology File deals with cracking in buildings, it should be said thar subfloor moisture can result in the development of other problems, notably: © Water that is transmitted into masonry, metal or timber building elements causes damage and/or decay to those elements. * High subfloor humidity and moisture content create an ideal environment for various pests, including termites and spiders. ¢ Where high moisture levels are transmitted to the flooring and walls, an increase in the dust mite count can ensue within the living areas. Dust mites, as well as dampness in general, can be a health hazard to inhabitants, particularly those who are abnormally susceptible to respiratory ailments. The garden ‘The ideal vegetation layout is to haye lawn or plants that require only light watering immediately adjacent to the drainage or paving edge, then more demanding plants, shrubs and trees spread out in that order. Overwatering due to misuse of automatic watering systems is a common cause of saturation and water migration under footings. If it is necessary to use these systems, it is important to remove garden beds to a completely safe distance from buildings. Existing trees Where a tree is causing a problem of soil drying or there is-the existence or threat of upheaval of footings, if the offending roots are subsidiary and their removal will nor significantly damage the tree, they should be severed and a concrete or metal barrier placed vertically in the soil to prevent furure root growth in the direction of the building. IF it is not possible co remove the relevant roots without damage to the tree, an application to remove the tree should be made to the local authority. A pradent plan is to transplant likely offenders before they become a problem. Information on trees, plants and shrubs State departments overseeing agriculture can give information regarding root patterns, volume of water needed and safe distance from buildings of most species. Botanic gatdens are also sources of information. For information on plant roots and drains, see Building Technology File 17. Excavation Excavation around footings must be properly engineered. Soil supporting footings can only be safely excavated at an angle that allows the soil under the footing to remain stable, This angle is called the angle of repose (or friction) and varies significantly between soil types.and conditions. Removal of soil within the angle of repose will cause subsidence. peomesiauce Where erosion has occurred that has washed away soil adjacent to footings, soil of the same classification should be introduced and compacted to the same density, Where footings have been undermined, augmentation or other specialist work may be required. Remediation of footings and foundations is generally the realm of a specialist consultant. Where isolated footings rise and fall because of swell/shrink effect, the homeowner may be tempted to alleviate floor bounce by filling the gap that has appeared between the bearer and the pier with blocking. The danger here is thar when the next swell segment of the cycle occurs, the extra blocking will push the floor up into an accentuated dome and may also cause local shear failure in the soil. IF it is necessary to use blocking, it should be by a pair of fine wedges and monitoring should be cartied out fortnightly. This BTF was prepared by John Lewer FAIB, MIAMA, Partner, Construction Diagnosis. The information in this and other issues in the series was derived from various sources and was believed to be correct when published. The information is advisory. It is provided in good faith and not claimed to be an exhaustive treatment of the relevant subject. Further professional advice needs to be obtained before taking any action based on the information provided. Distributed by CSIRO PUBLISHING PO Box 1139, Collingwood 3066, Australia Freecall 1800 645 051 Tel (03) 9662 7666 Fax (03) 9662 7555 www.publish.csiro.au Email: [email protected] © CSIRO 2003. Unauthorised copying of this Building Technology file is prohibited
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