In California seismic design categories D1, D2, and E, what is the maximum spacing allowed for anchor bolts in wood sill plates according to CBC requirements?
Correct Answer
D) 6 feet on center maximum
CBC Section 2308.3.3 requires anchor bolts in wood sill plates to be spaced no more than 6 feet on center in seismic design categories D1, D2, and E, which covers most of California. This spacing is more restrictive than lower seismic zones to provide adequate connection between the foundation and wood frame structure.
Why This Is the Correct Answer
CBC Section 2308.3.3 specifies 6 feet on center as the maximum anchor bolt spacing in wood sill plates for Seismic Design Categories D1, D2, and E — the zones that cover most of California. This consistent standard applies across both general (2308.6.1) and high-seismic (2308.3.3) provisions, ensuring an adequate foundation-to-frame connection everywhere in the state.
Why the Other Options Are Wrong
Option A: 4 feet on center maximum
4 feet on center is more restrictive than the code requirement and is not the stated maximum for SDC D or E. While closer spacing may be used in engineered designs, it is not the standard code maximum.
Option B: 10 feet on center maximum
10 feet on center greatly exceeds the allowed maximum. Sill plates anchored this loosely would be unable to resist lateral seismic forces, especially in California's highest seismic zones.
Option C: 8 feet on center maximum
8 feet on center also exceeds the code limit. This would leave unacceptably long spans of sill plate without positive anchorage, violating CBC requirements for high-seismic SDC zones.
Memory Technique
SDC D1, D2, E — three seismic categories, one rule: 6 feet maximum. The '6' in '6 feet' echoes the seismic 'sixes' (D1+D2+E = 3 zones, 2 'D's, 1 'E' = still 6 feet). Consistency is the takeaway.
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