Automated Building Reporting
| Label | Report Text | Sort Order | Actions |
|---|---|---|---|
| Previous Damp Repairs | It appears that the property has previously received damp treatment. You should confirm whether a valid warranty exists that may cover the cost of any further remedial work | 0 | Edit |
| No Visible DPC to Parapets | It cannot be confirmed whether the parapet walls have been constructed with appropriate damp-proofing measures. In their absence, which is common in older properties, dampness may develop following exposure to driving rain | 1 | Edit |
| DPC Above Floor | The damp-proof course has been installed above the level of the floor timbers and is higher than the internal floor surfaces, which increases the risk of decay affecting the floor timbers | 2 | Edit |
| Replacement DPC to Stone Walls | For solid stone walls of this type, replacement damp-proof courses are generally of limited effectiveness, and some level of residual dampness must be expected | 3 | Edit |
| Cavity Wall Insulation Present | It appears that cavity wall insulation has been installed within the external walls. This work should have been carried out in compliance with Building Regulations or under a Government-approved Competent Person Scheme. You should confirm that the installation was completed correctly | 4 | Edit |
| Consider Cavity Wall Insulation | Cavity wall insulation is a cost-effective means of reducing heat loss and may be considered as an improvement. Such work should only be undertaken by a suitably qualified contractor after assessing the walls to ensure their suitability | 5 | Edit |
| Efflorescence | Efflorescence (white, powdery salt deposits) is present on the walls. Although this can appear unsightly, it is a common and non-serious condition. It generally diminishes over time, though its occurrence may vary seasonally. The best method of removal is to dry-brush the affected areas with a stiff brush during the summer months | 6 | Edit |
| Underpinned | The property appears to have been subject to underpinning. Verification should be sought in the form of supporting documentation. This information must be declared to the buildings insurer and any relevant third parties, such as mortgage providers | 7 | Edit |
| Clay Soil Shrinkage Warning | It is possible that the property is constructed on clay subsoil, which can shrink significantly during extended dry weather. This effect is intensified by nearby trees and may cause subsidence in structures with shallow foundations | 8 | Edit |
| Wall Ties General Warning | Cavity walls are typically secured using iron or steel wall ties. In properties of this age, these ties can corrode over time, potentially affecting the stability of the walls. However, there is no visible external evidence to indicate wall tie corrosion at present | 9 | Edit |
| No Lintel Window OK | It appears that the masonry over the openings is supported by the window frames rather than by independent lintels. Some minor cracking was noted; however, this is not currently significant and no remedial work is required at this stage | 10 | Edit |
| No Lintel Door OK | It appears that the masonry over the openings is supported by the door frames rather than by independent lintels. Some minor cracking was noted; however, this is not currently significant and no remedial work is required at this stage | 11 | Edit |
| Enlarged Windows | Structural alterations have been made to the walls through the enlargement of window openings. Such work requires approval from the Local Authority, which should have been both applied for and granted | 12 | Edit |
| New Windows | Structural alterations have been carried out to the walls through the installation of new window openings. Such work requires Local Authority consent, which should have been both applied for and granted | 13 | Edit |
| Enlarged Doors | Structural alterations have been made to the walls through the enlargement of door openings. Such work requires Local Authority approval, which should have been both applied for and granted | 14 | Edit |
| New Bi-Fold Doors | Structural alterations have been undertaken to the walls to accommodate new bi-fold doors. This type of work requires approval from the Local Authority, which should have been both applied for and granted | 15 | Edit |
| Old Foundations | Properties of this age typically have relatively shallow foundations compared with modern construction, making them more susceptible to structural movement. No signs of movement were identified during inspection; however, regular checks of underground drains and service pipes are recommended to mitigate potential future risks | 16 | Edit |
| Repairs No Ongoing Issue | Repairs to the wall surfaces were noted and may indicate that movement has occurred in the past. No evidence was seen to suggest that such movement is continuing at present | 17 | Edit |
| Trees Warning | Trees are present in close proximity to the building. Such vegetation has the potential to cause structural movement, especially where foundations are shallow or soils are shrinkable. No signs of related damage were evident; however, existing trees and shrubs should be regularly pruned to reduce moisture demand, and new planting should be kept a safe distance from the structure | 18 | Edit |
| Bay Window Replaced | The bay window frame has been renewed. It is important that adequate structural reinforcement was incorporated during replacement to ensure the frame is capable of supporting the load from the overlying structure | 19 | Edit |
| Cavity Wall Ties Replaced | It is believed that the cavity wall ties have been replaced | 20 | Edit |
| Working at Height | Work at height can be costly and may present various challenges that increase overall expense. Scaffolding is often required, and features such as conservatories or extensions can make access more complex and therefore more expensive | 21 | Edit |