RICS Level 3 Building Survey in BN13 2 Worthing

Our RICS Level 3 Building Survey is designed specifically for properties in the Worthing area where the housing stock presents varied challenges. We conduct a thorough visual inspection of all accessible areas, including the roof space, under-floor voids, and external elevations. Our inspectors examine the condition of walls, floors, ceilings, doors, and windows, documenting any defects found and assessing their severity. Every inspection follows the RICS code of practice for building surveys, ensuring consistency and thoroughness.

For properties in BN13 2, our surveyors pay particular attention to the common issues affecting local housing. The post-war semi-detached properties that dominate this area were built with cavity brick walls and concrete suspended floors, but over time these can develop problems. We check for signs of damp penetration, particularly in older pre-war properties where cavity wall construction was not standard practice. Single-skin flat roofs on rear extensions are a frequent finding in this area, and we assess their current condition and expected lifespan. Our inspectors are familiar with the specific defects that affect Worthing properties built during different eras.

The survey includes a detailed assessment of the property's structural integrity. We examine load-bearing walls, beams, and joists, looking for signs of movement, cracking, or deformation. Our inspectors also assess the condition of the property's foundations, though this is limited to what can be observed from accessible areas. Where we identify concerns about structural stability, we will recommend further specialist investigation by a structural engineer. The report includes clear guidance on any areas requiring further expert assessment.

Electrical systems in BN13 2 properties vary widely in age and condition depending on when they were last updated. We visually inspect the consumer unit, wiring condition where accessible, and socket outlets. We note any obvious hazards but always recommend a qualified electrician conducts a full Electrical Installation Condition Report (EICR) before completion. Similarly, we inspect the gas supply and heating system, recommending Gas Safe registered engineer checks where appropriate. These recommendations are prioritised in our report based on the severity of any concerns identified.

• Comprehensive visual inspection of all accessible areas
• Detailed assessment of structural elements
• Roof space and under-floor void examination
• Identification of defects and their cause
• Clear traffic light ratings for condition
• Prioritised recommendations for remedial works

Through years of surveying properties throughout the Worthing area, our inspectors have built up detailed knowledge of the typical defects found in local housing. The post-war semi-detached properties that make up much of the BN13 2 housing stock were built to meet the housing demands of the 1950s and 1960s, and while they provide solid accommodation, they do show their age in various ways. Understanding these common issues helps our inspectors focus their assessment on the most likely problem areas.

Damp penetration is one of the most frequent issues our surveyors encounter, particularly in pre-war properties where solid wall construction was the norm. Without the cavity that modern properties use, these older homes can suffer from penetrating damp, especially in exposed locations. We check all external walls for signs of damp staining, salt deposits, and plaster deterioration, using our expertise to determine the cause and likely extent of any problem. Our report will explain the implications of any damp found and recommend appropriate remedial measures.

Concrete suspended floors, common in post-war construction, can suffer from a range of issues including cracking, spalling, and in some cases carbonation of the concrete. Our inspectors examine these floors carefully, looking for signs of deterioration that might indicate structural concerns. We also check the condition of timber joists where these have been used in older construction or have been replaced over the years. Any signs of rot or insect damage in timber elements are carefully documented.

Flat roofs, particularly those added as rear extensions to Victorian and post-war properties, are a common source of problems in BN13 2. Many of these were constructed using single-skin construction which has a limited lifespan. Our surveyors assess the condition of all flat roof areas, noting signs of ponding, membrane damage, and deterioration that might lead to leaks and timber decay. We provide realistic assessments of the remaining life expectancy of flat roof coverings.

• Damp penetration in solid wall properties
• Concrete floor deterioration
• Flat roof condition and age
• Electrical system condition
• Window and door joinery
• Wall and ceiling crack assessment

The BN13 2 area showcases a fascinating range of construction methods that have evolved over more than a century. The oldest properties in the area are the pre-war flint cottages, particularly those dating from the 1840s, which feature traditional solid wall construction using local flint stone. These properties often have thatched or slate roofs and were built before modern cavity wall technology became standard. Understanding these traditional construction methods is essential for identifying appropriate remedial works that preserve the character of historic properties.

The post-war housing that dominates much of Salvington and Durrington was built during the 1950s and 1970s to address the housing shortage after wartime damage. These properties typically feature cavity brick walls, which provided better thermal insulation and weather resistance than solid walls. However, the cavity space in these properties can sometimes be bridged by mortar droppings during construction, reducing their effectiveness. Our inspectors know how to identify potential issues with cavity wall construction.

Concrete suspended floors were commonly used in post-war properties as a replacement for traditional timber joist floors. While these floors are generally robust, they can suffer from issues such as cracking, spalling where the surface concrete breaks away, and carbonation which can reduce the protective alkaline layer around the steel reinforcement. Our survey includes careful assessment of concrete floor condition and documentation of any deterioration observed.

Many properties in BN13 2 have been extended over the years, with single-skin flat roofs being a common feature of these rear extensions. These flat roofs have a limited lifespan and often require replacement within 20-25 years of installation. Our surveyors assess the condition of all flat roof areas and note where remedial work may be needed, helping you plan for future maintenance costs.