EstatePass
CaliforniaTrademedium20% of exam part

You're reviewing plans showing #4 rebar at 12 inches on center in both directions for a residential foundation wall. The wall is 8 feet high and 8 inches thick. What CBC requirement might be violated?

Correct Answer

B) Maximum spacing requirements

CBC typically requires closer spacing for foundation wall reinforcement, often 6-8 inches on center depending on wall height and soil conditions, making 12-inch spacing potentially inadequate.

Answer Options
A
Concrete cover requirements
B
Maximum spacing requirements
C
Development length
D
Minimum rebar size

Why This Is the Correct Answer

CBC Section 1807 and ACI 318 requirements for concrete foundation walls subjected to lateral soil pressure typically require vertical reinforcement spacing no greater than 8 inches on center for 8-foot-high walls, depending on soil conditions and wall thickness. The 12-inch spacing shown on the plans exceeds the maximum allowable spacing for this wall height and loading condition, potentially creating an under-reinforced wall that cannot adequately resist lateral soil and hydrostatic pressures.

Why the Other Options Are Wrong

Option A: Concrete cover requirements

Concrete cover requirements relate to the distance from the rebar centerline (or edge) to the face of the concrete, not to the spacing between bars. The plans show 12-inch spacing, which is a spacing issue, not a cover issue. Cover violations would be detected by checking bar placement depth, not bar-to-bar distance.

Option C: Development length

Development length refers to how far rebar must extend into or past a connection point (lap splices, hooks at footings) to achieve full bond strength. The question describes spacing within the wall panel, not bar termination or splice locations. Development length is a separate concern unrelated to the spacing described.

Option D: Minimum rebar size

Minimum rebar size for foundation walls under CBC is typically #4 (Β½-inch diameter), which is exactly what the plans specify. There is no violation of minimum bar size β€” #4 is the standard minimum for residential foundation walls. The violation is in how those bars are spaced, not in what size they are.

Memory Technique

For foundation walls: maximum spacing is often 8 inches on center for taller walls under soil pressure. Remember '8-foot wall = 8-inch max spacing' as a rough rule of thumb. When you see 12 inches on center for a tall residential foundation wall, flag it as a potential maximum spacing violation.

Was this explanation helpful?

More California Questions

A contractor is installing shear walls in a residence located in Seismic Design Category D. The engineer's plans call for 15/32-inch structural sheathing with 8d nails at 6 inches on center at panel edges. The contractor wants to substitute 7/16-inch OSB with the same nailing. Is this substitution acceptable?

You are reviewing plans for a mixed-use building where the ground floor will house a restaurant with commercial kitchen equipment. The architect has specified standard residential electrical requirements throughout. What Title 24 compliance issue should you identify?

According to CBC seismic provisions, what is the concept behind the 'strong column, weak beam' design philosophy?

A residence in California has 2,800 sq ft of conditioned space. The HVAC system efficiency is 16 SEER. What is the approximate Title 24 compliance margin compared to the minimum 14 SEER requirement?

You're constructing a foundation on liquefiable soils identified in a California coastal area. The geotechnical report recommends deep foundations. Which option is most commonly specified?

A contractor is installing a heat recovery ventilation (HRV) system to comply with Title 24. The system serves a 2,000 sq ft house with 3 bedrooms. What is the minimum required ventilation rate?

During construction of a basement in sandy soil conditions, you encounter groundwater at 4 feet below grade. The basement extends 8 feet below grade. What is the critical design consideration per CBC?

During a seismic retrofit project, you discover that existing concrete has a compressive strength of 2,200 psi. The engineer specifies new anchor bolts that require 2,500 psi minimum concrete strength. What is the most appropriate action?

What is the maximum allowable notch depth in a 2x10 floor joist per CBC requirements?

You're reviewing plans for a wood-framed structure in seismic design category D. The project calls for a shear wall with 15/32-inch structural sheathing and 8d nails spaced 6 inches on center at panel edges. What is the allowable shear value per the CBC?

People Also Study

Related Study Resources

Practice More Contractor Exam Questions

Access all practice questions with progress tracking and adaptive difficulty to pass your contractor license exam.

Start Practicing

Disclaimer: EstatePass is an independent exam preparation platform and is not affiliated with, endorsed by, or connected to any state contractor licensing board, the Construction Industry Licensing Board (CILB), the Department of Business and Professional Regulation (DBPR), NASCLA, Pearson VUE, PSI, or any government agency. Exam requirements, fees, and regulations change frequently. Always verify current requirements with your state's licensing board before making decisions. Information shown was last verified on the dates indicated and may not reflect the most recent changes.