RICS Level 3 Structural Survey in Donnington TF2 6

A RICS Level 3 Structural Survey provides the most detailed examination of a property's condition available under the RICS framework. Our inspectors assess all accessible areas of the building, including the roof space where feasible, the sub-floor areas, and the external fabric. The survey includes a thorough evaluation of the property's construction, focusing on structural integrity, significant defects, and areas requiring immediate attention or future maintenance. We examine the building from top to bottom, documenting everything we find in a clear, structured format that prioritises the most important issues.

The report goes beyond simply listing problems - our surveyors explain the cause of each issue, how it affects the property's value, and recommend appropriate next steps. For properties in TF2 6, this is particularly valuable given the local geological conditions and the age profile of housing stock in the Donnington area, where properties range from post-war builds to modern Lovell Homes developments. We provide practical advice on what repairs are urgent, what can wait, and whether further specialist investigations are needed from structural engineers, damp specialists, or other professionals. This level of detail helps you budget for future maintenance and negotiate confidently with sellers.

We inspect the roof covering, chimneys, parapets, and flat roofs, examining tiles, flashings, and Verges for signs of damage or wear. Rainwater goods, gutters, and downpipes are checked for blockages, damage, and adequacy. The walls are examined for cracking, movement, damp penetration, and the condition of pointing. We assess windows and doors for operation and condition, and inspect conservatories and porches where applicable. On properties with concrete interlocking tiles common in TF2 6, we pay particular attention to the condition of the tile battens and any signs of past water ingress that may have caused rot to timber roof structures.

Internally, we examine ceilings, walls, and floors for signs of damp, cracking, or distortion. Staircases are assessed for safety and compliance with current regulations. Joinery, plasterwork, and finishes are documented. The inspection covers kitchen and bathroom fittings, including testing a sample of sockets and switches for basic safety. Our surveyors also inspect built-in appliances where they can be safely accessed and operated. We note the condition of kitchen units and worktops, check that bathroom fixtures are securely fixed, and assess the overall internal finish of the property. Any signs of recent renovation work are noted, and we assess whether the quality of any extensions or alterations meets acceptable standards.

• Structural walls and foundations
• Roof structure and coverings
• Damp and moisture penetration
• Timber defects and woodworm
• Electrical condition (visual inspection)
• Plumbing and drainage (visible parts)
• Windows and doors
• Internal finishes and joinery

Properties in the TF2 6 area face several specific challenges that our surveyors regularly identify. The underlying geology of glacial till (boulder clay) over Coal Measures bedrock creates a moderate to high shrink-swell risk, particularly for properties with shallow foundations or those near established trees. During periods of prolonged dry weather followed by heavy rainfall, clay soils expand and contract, potentially causing foundation movement and structural cracks. Our surveyors are experienced in identifying the signs of this type of movement and can advise on appropriate action. Properties in Donnington with large trees nearby, particularly on the approaches to Donnington Wood, are especially prone to these issues as tree roots draw moisture from the clay soil, causing seasonal ground movement.

The housing stock in TF2 6 spans several decades of construction, from pre-war properties in older parts of Donnington to modern new builds at Donnington Wood Gardens. This variety means different property types present different issues. Older solid-walled properties may have rising damp or require re-pointing, while post-war cavity-wall construction may show signs of bridge damp or defective cavity insulation. The clay brickwork commonly used on properties throughout this area can be particularly susceptible to frost damage when saturated, leading to spalling and deterioration of external walls. Newer properties at Donnington Wood Gardens, while generally in good condition, may still have snagging issues or reveal problems with the initial build quality that only become apparent during a detailed inspection.

Roof defects are commonly identified in TF2 6 surveys, particularly on properties with concrete interlocking tiles that have reached the end of their service life. Missing or cracked tiles, defective flashings, and blocked gutters can lead to water ingress and subsequent damage to timber rafters and ceiling joists. Our surveyors thoroughly examine roof spaces where accessible, checking for signs of past leaks, timber decay, and inadequate ventilation that could lead to condensation problems. The mix of older clay tile roofs on pre-war properties and concrete tile roofs on post-war and modern homes means our surveyors must assess each roof type on its own merits, understanding the typical defects associated with different materials and ages.

Properties built or renovated before 2000 may contain asbestos-containing materials (ACMs), which were commonly used in textured coatings, soffit boards, pipe insulation, and floor tiles. While not necessarily dangerous if in good condition, disturbed asbestos can pose serious health risks. Our surveyors identify potential ACMs and advise on the need for specialist testing and removal by licensed contractors where necessary. Given the number of properties in TF2 6 built during the peak asbestos usage period (1960s-1980s), this is a common finding that buyers need to be aware of. We also check for inadequate fire separation between floors and missing fire door installations, which can be issues in some converted properties.

Surface water flooding represents a notable risk in parts of TF2 6, particularly in low-lying areas where drainage infrastructure may be overwhelmed during intense rainfall. While fluvial flood risk is generally low in this area, rapid runoff from impermeable surfaces during heavy storms can cause problems, especially in properties with basements or ground-floor extensions. Our surveyors note the topography of the site and surrounding area, checking whether the property sits in a natural drainage path or in an area prone to surface water pooling. We recommend that buyers check the Environment Agency flood risk maps and consider a drainage survey for properties in higher-risk locations.

• Subsidence from clay shrink-swell
• Mining subsidence risk
• Roof defects and water ingress
• Damp and condensation issues
• Asbestos in pre-2000 properties
• Outdated electrical wiring
• Surface water flooding

Understanding how properties in TF2 6 were constructed helps explain the typical defects our surveyors encounter. The majority of properties in the Donnington area are built with brick walls, often in the characteristic red or brown varieties that are common throughout the West Midlands. Older properties built before the Second World War typically feature solid brick walls without cavity insulation, while properties constructed from the 1950s onwards generally have cavity wall construction with an inner leaf of brick or blockwork and an outer leaf of brick. This change in construction method has significant implications for thermal efficiency and damp resistance, which we assess during every survey.

Roof construction varies considerably across the area. Pre-war properties typically have traditional cut roofs with timber rafters, purlins, and ridge boards, often covered with clay tiles or, in some cases, slate. Post-war properties from the New Town era onwards commonly feature modern truss roof structures with pre-engineered timber roof trusses that create open plan first-floor layouts. These truss roofs rely on the internal strapping and bracing for stability, and our surveyors check that these elements have not been modified or removed, which can compromise structural integrity. The roof covering on most properties in TF2 6 consists of either concrete interlocking tiles or clay tiles, with concrete tiles being particularly common on properties built from the 1960s onwards.

Ground floors in TF2 6 properties vary from suspended timber floors in older properties to solid concrete slabs in more modern builds. Suspended timber floors, while offering good ventilation when maintained properly, can be susceptible to rot and woodworm attack, particularly if ventilation is restricted by garden improvements or extensions. Solid concrete floors, while more resistant to timber pests, can be cold and may allow damp to penetrate if the damp proof course is damaged or if the external ground levels have been raised above the internal floor level. Our surveyors check the condition of all floor types and assess whether adequate damp proofing is in place.