Home Inspector Structural Framing Defects Flashcards
6 cards from real Home Inspector Test practice questions. Tap to flip, then mark Knew It or Still Learning — missed cards come back until you master them.
Read the first 6 Home Inspector Structural Framing Defects flashcards as text
During an inspection of a crawlspace, you observe a floor joist that has been cut to accommodate a new drain pipe. The notch is located in the center third of the joist's span and removes approximately 50% of the joist's depth. This is a significant structural defect because:
Answer: Notches are not permitted in the middle third of the span where bending stresses are highest.
According to the International Residential Code (IRC), notching a floor joist is not permitted in the middle third of its span. This area is subject to the highest bending stresses (tension on the bottom and compression on the top), and removing material here severely compromises the joist's ability to carry its intended load, potentially leading to sagging floors or structural failure.
While inspecting an attic, a home inspector discovers that a vertical web member of a roof truss has been completely removed, likely to create storage space. Which of the following statements BEST describes the implication of this modification?
Answer: The modification compromises the engineered design and can lead to uneven load distribution, sagging, or roof failure.
Roof trusses are precisely engineered systems where every component, including the web members, is critical for distributing loads correctly across the structure. Removing any member, such as a web, breaks the intended load path, creates stress points, and compromises the entire system's integrity. This can lead to serious structural problems like sagging rooflines, ceiling cracks, or even catastrophic failure. Unauthorized modifications require evaluation and a repair designed by a structural engineer.
An inspector in a basement observes a steel support column (lally column) that is not perfectly vertical and shows significant rust and flaking at its base. This condition should be reported as a defect PRIMARILY because:
Answer: The lean indicates a potential shift in load, and corrosion can significantly reduce the column's load-bearing capacity.
A leaning or tilted steel column indicates a potential shift in the foundation or the load it supports, which is a serious structural concern. Furthermore, significant rust and flaking, especially at the base where moisture often collects, can severely weaken the steel and compromise its structural integrity and load-bearing capacity, potentially leading to collapse.
Which of the following describes a critical installation defect related to metal joist hangers used to connect floor joists to a ledger board?
Answer: Using fasteners that are shorter than specified by the manufacturer.
Using improper fasteners, such as nails or screws that are shorter or of a smaller diameter than specified by the manufacturer, is a critical defect. The load capacity of a joist hanger is dependent on the correct fasteners being fully engaged with both the joist and the supporting member (ledger board or beam). Undersized fasteners have insufficient shear strength and will not provide the intended support, creating a significant safety hazard.
In a home's crawl space, the inspector identifies a short stud wall between the foundation and the first-floor joists that lacks any plywood or diagonal wood bracing. This wall, known as a cripple wall, is a structural concern, especially in seismically active areas, because:
Answer: It is susceptible to collapse from lateral (side-to-side) forces.
Cripple walls carry the vertical weight of the house, but if they are not braced to resist lateral forces (like those from an earthquake or high winds), they can rack and collapse. The lack of plywood sheathing or diagonal bracing means the wall has very little resistance to swaying, making it a significant vulnerability that can lead to the house shifting off its foundation during a seismic event.
While inspecting the framing around a window opening, you notice that the horizontal member (header) is supported on each end by a single stud. However, the plans for this two-story home specified a double stud (jack and king stud) configuration. This is a defect because the single stud may:
Answer: Lack the required bearing capacity to support the load from above.
The header over an opening like a window or door is designed to carry the loads from the roof and floors above it and transfer them down to the foundation. The jack studs are the vertical members that directly support the ends of the header. If the specified number of jack studs is not used, the bearing area may be insufficient to safely support and transfer these loads, potentially causing sagging, drywall cracks, or structural failure.