Bouncy or soft floors are among the most commonly searched structural symptoms in Colorado homes and are almost always a sign of undersized floor joists or missing bridging and blocking between joists. Floor joists must be sized by an engineer to limit deflection under normal residential loads. When builders use smaller joists than specified or omit the bridging that prevents joists from twisting, the floor system deflects excessively underfoot. In Colorado, heavy snow loads on upper-floor decks can accelerate this deflection significantly in an already-deficient framing system. Both undersized joists and missing bridging are recoverable construction defects under Colorado law.

Diagonal cracks warrant more concern than vertical or horizontal cracks. Small vertical hairline cracks can result from minor material shrinkage and are not necessarily alarming. Diagonal cracks that originate at the corners of door and window openings, however, are a strong indicator that the structural headers above those openings are undersized or improperly supported, or that the building frame is shifting due to shear wall failures or foundation movement. If diagonal cracking is appearing in multiple locations throughout your building, or if existing cracks are continuing to grow, contact Hearn & Fleener for a free forensic evaluation before attributing the pattern to normal settling.

A shear wall is a reinforced section of the building frame specifically engineered to resist lateral forces from wind and seismic activity. It consists of structural sheathing applied with a precise nailing pattern to a framed wall, with structural hold-down brackets at each end that anchor it to the foundation. When shear walls are built with incorrect nailing patterns, inadequate sheathing, or missing hold-down hardware, the building frame cannot resist lateral loads as designed.

The result is progressive racking of the structure during high-wind events, visible as diagonal drywall cracking, doors that no longer latch, and windows that stick or bind. In Colorado's Special Wind Regions, shear wall construction failures carry particularly serious consequences and are clearly recoverable construction defects.

In most cases, yes. Structural defects are typically corrected by adding new structural members alongside existing ones, installing required connection hardware that was omitted, retrofitting shear wall reinforcement, or replacing modified or damaged trusses. These repairs require removing finished surfaces such as drywall and ceiling materials to access the framing, which is why they are significantly more expensive than surface-level repairs.

The cost of structural repairs, including both the framing work and restoring all finishes is fully recoverable from the builder and their insurance carriers when the defects result from construction failures. Hearn & Fleener's forensic team develops a complete repair scope and cost estimate as part of our no-cost investigation process.

The simplest way to assess roof sagging from the exterior is to view the ridgeline from across the street. The ridgeline should be a straight, level line from end to end. If it appears to dip, curve, or sag at any point, the internal trusses or ridge beam supporting that section of the roof are likely failing or were never adequate for the span and load they were designed to carry. From the interior, a sagging roof often presents as visible bow in the ceiling surface below the affected area.

In Colorado, where heavy snow loads place significant weight on roof structures every winter, an already-compromised roof framing system can deflect progressively with each snow season. Contact Hearn & Fleener for a free forensic evaluation if your roofline shows any deviation from a straight and level profile.