Underpinning historical buildings in Colorado, particularly in areas like Littleton and the Denver metro region, involves navigating complex geological and structural hurdles. Because historical structures often feature delicate masonry, original stonework, and fragile interior finishes, the method of stabilization must be precise and non-destructive.
Some of the primary challenges we address include:
All information is for general informational purposes. Estimates are preliminary and not binding until confirmed by an on-site inspection. We recommend consulting a licensed structural engineer for definitive design recommendations.
Handling mortar deterioration in old stone foundations requires a specialized two-step repointing process to ensure both structural longevity and historical integrity. It is critical to avoid modern, high-strength products, which can trap moisture and cause stone failure. The Restoration Process…
Stair-step cracks in your home’s exterior brick follow the mortar joints in a zigzag, stepped pattern and are a primary indicator of foundation settlement. These fractures signify that the underlying foundation is settling or moving unevenly, often due to Colorado’s…
Repairing stair-step cracks in brick veneer involves a two-step approach: addressing the underlying structural movement and sealing the visible damage. Because these cracks are typically caused by foundation settlement into expansive soils, it is critical to stabilize the structure before…
Distinguishing between settlement and shrinkage cracks is essential for determining the structural health of a home. These two types of cracks have different causes and implications for your foundation: While shrinkage cracks can often be addressed with routine patching or…
No, stair-step cracks should never be ignored. While minor hairline cracks are sometimes cosmetic, stair-step patterns are among the most telling signs of foundation problems and often indicate underlying settlement. Why You Should Address Them Stair-step cracks typically develop when…