Page 279 - Forensic Structural Engineering Handbook

DESIGN ERRORS, CONSTRUCTION DEFECTS, AND PROJECT MISCOMMUNICATION 8.19

FIGURE 8.12 Markings on wood components and fastener size verification
gauge.
of the size and location of other hardware and connectors to ensure a continuous load path
to the foundation is also needed. For example, the edge distance of the anchor bolts in
Fig. 8.13 demonstrates this construction defect.
• Wood framing for panelized roof assemblies in large buildings, even of masonry and con-
crete construction is a frequently used construction method. Extremes of moisture content
in wood framing members can result in loss of strength; consequently it is imperative to

FIGURE 8.13 Inadequate edge distance between
anchor bolt and edge of wood sill plate.