A wood-framed shear wall requires 665 plf capacity. Using 15/32-inch structural sheathing with 8d nails, what edge nail spacing is required per CBC Table 2306.4.1?
Correct Answer
D) 3 inches on center
To achieve 665 plf capacity with 15/32-inch structural sheathing and 8d nails, the CBC requires 3-inch on center edge nail spacing.
Why This Is the Correct Answer
Per CBC Table 2306.4.1, using 15/32-inch structural sheathing with 8d common nails, 3-inch on-center edge nailing provides approximately 665–670 plf allowable unit shear capacity. Closer nail spacing increases shear capacity; the table values correlate specific spacing to specific capacities for given panel thicknesses and nail sizes.
Why the Other Options Are Wrong
Option A: 6 inches on center
6-inch on-center edge spacing provides lower shear capacity (typically around 340 plf for this sheathing/nail combination) — insufficient for the 665 plf requirement. Wider spacing = less capacity.
Option B: 4 inches on center
4-inch on-center spacing provides moderate capacity (approximately 460–510 plf) — still insufficient for 665 plf. This is a plausible distractor but the capacity does not reach the requirement.
Option C: 2 inches on center
2-inch on-center spacing provides very high capacity (exceeding 665 plf, often 870+ plf) — more than needed. While structurally adequate, it is over-designed and not the minimum spacing that meets the requirement. The question asks what is required, implying the minimum spacing needed.
Memory Technique
Shear wall nail spacing is inverse to capacity: tighter nailing = stronger wall. For 665 plf with 15/32" sheathing + 8d nails, the CBC answer is 3 inches OC. Memorize the CBC Table 2306.4.1 capacity brackets for 8d nails at 2", 3", 4", and 6" spacings.
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
Business & Financial Management
120 questions · 70% to pass
Contract Administration
60 questions · 70% to pass
Project Management
60 questions · 70% to pass
Related Study Resources
Previous Question
A contractor is building a single-family residence with 2,400 sq ft of conditioned floor area. Under Title 24, what is the maximum allowable fenestration area as a percentage of conditioned floor area in Climate Zone 3?
Next Question
You are constructing a two-story wood frame building in Seismic Design Category D. The plans show a large opening in a shear wall on the first floor. According to CBC, what is the maximum length of opening allowed without requiring special design?
