LEAD STRUCTURAL

30 Gledstane Rd, Bishopton lead Structural

PROJECT OVERVIEW LEAD STRUCTURAL

Internal Alterations and wall removal within a commercial restaurant application.

This project was based in a tenement at duke street where internal walls were required to be removed to add bathroom space for customers. The works also involved removing internal walls where new toilets, stores and customer sitting space was required. These alterations gave a more open plan view of the restaurant.

Steel frames and Beams on padstones were used to achieve these wall removals as the walls were load bearing. Where the wall removal was required to achieve an opening for customers to go to the toilets a beam was proposed on padstones. As the existing wall was weak in nature it was proposed that new engineering brick piers were to be constructed on pad foundations to achieve the bearing strength.

To provide more space internally a picture frame of 203 UB was proposed onto 100mm SHS columns. The frame was designed to be within the floor space.

We prepared and managed the necessary approvals including the building warrant process and provided an end to end service with as little disturbance to the client’s renovations.

 

This structural survey report presents the results of a non-intrusive inspection conducted at the property located at 30 Gledstane Rd, Bishopton. The survey took place with the objective of assessing the structural integrity of the residence. The subsequent report outlines the findings of the survey, detailing the structural conditions and any noteworthy observations. The survey was conducted under dry and cold weather conditions. Its aim was to evaluate the current condition of the property’s structural components, including the foundation, load-bearing elements, and overall structural stability. The visual inspection was conducted from floor level.

Structural Survey at 30 Gledstane Road, Bishopton

Project Summary

We recently carried out a structural survey at a residential property located at 30 Gledstane Road, Bishopton. The purpose of this inspection was to assess the overall structural condition of the property and identify any visible issues that could affect its safety or long-term stability.

This was a non-intrusive structural inspection, meaning no drilling, opening-up works, or damage to the property was required. The survey was completed during dry and cold weather conditions, allowing clear access and visibility to all areas inspected.


Why the Structural Survey Was Needed

Structural surveys are often commissioned to gain reassurance about a property’s condition—whether for purchase, maintenance planning, or general peace of mind. In this case, the client requested a professional structural assessment to understand the current state of the building and to check for any visible signs of movement, cracking, or structural weakness.

Our role was to provide a clear, honest, and practical engineering opinion, based on what could be seen at the time of inspection.


What We Inspected

The survey focused on the main structural elements of the property that were visible and safely accessible from floor level. This included:

  • External walls and elevations

  • Internal load-bearing walls

  • Visible structural connections

  • General alignment of the building

  • Signs of settlement, cracking, or distortion

All observations were made following standard UK structural surveying practice and professional engineering judgement.


How the Survey Was Carried Out

The inspection was carried out by an experienced structural engineer, using a visual inspection approach. This is a widely accepted method for non-intrusive structural surveys and is particularly suitable for residential properties where minimal disruption is required.

No assumptions were made about concealed elements such as foundations or hidden structural members unless they were clearly visible at the time of inspection.


Key Observations

During the structural survey, the property was assessed for any visible indicators of structural concern, including:

  • Unusual or excessive cracking

  • Signs of movement or settlement

  • Deterioration of structural materials

  • Any irregularities affecting structural stability

Any noteworthy observations were recorded within the report, along with professional commentary to help the client understand their significance.


Survey Limitations

As this was a non-intrusive structural survey, there are some natural limitations:

  • Hidden or covered structural elements could not be inspected

  • Foundation depth and construction type were not confirmed

  • No material testing was undertaken

The findings reflect the condition of the property as observed on the day of the inspection and under the weather conditions present at that time.


Conclusion

The structural survey at 30 Gledstane Road, Bishopton provides a clear snapshot of the property’s visible structural condition. The inspection offers reassurance where appropriate and highlights any areas that may benefit from monitoring or further investigation in the future.

This type of survey is ideal for homeowners, buyers, and landlords looking for a professional, non-intrusive structural assessment carried out by a qualified engineer.


Structural Surveys by Lead Structural

At Lead Structural, we provide reliable structural surveys across the UK, with a strong focus on clarity, accuracy, and fast turnaround.

Our services include:

  • Residential structural surveys

  • Non-intrusive property inspections

  • Structural assessments for homebuyers

  • Professional engineering reports issued within 48 hours

If you need a structural survey in Bishopton or anywhere in the UK, our team is ready to help.

Services provided Lead Structural

Structural Engineering

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