EstatePass
trade-general-buildingCarpentry & FramingMEDIUM

When framing a header over a 6-foot wide opening in a load-bearing wall using Douglas Fir-Larch lumber in a single-story residence, what is the minimum header size required by the CRC span tables?

Correct Answer

B) 2x8 double header

Per CRC Table R602.7(1), a double 2x8 Douglas Fir-Larch header can span up to 6 feet in a single-story building with a 32-foot building width. The table accounts for typical residential loads and provides prescriptive sizing for common lumber species used in California construction.

Answer Options
A
2x12 double header
B
2x8 double header
C
4x8 solid header
D
2x10 double header

Why This Is the Correct Answer

CRC Table R602.7(1) provides prescriptive header sizes for load-bearing walls in single-story buildings. For Douglas Fir-Larch (a high-strength species group), a double 2x8 is sufficient to span 6 feet when the building width does not exceed 32 feet. The 2x8 provides adequate depth-to-span ratio for the typical residential roof and floor loads in a single-story application, making it the minimum (most economical) compliant size.

Why the Other Options Are Wrong

Option A: 2x12 double header

A double 2x12 is significantly over-built for a 6-foot opening in a single-story building with Douglas Fir-Larch. While structurally sound, it exceeds the minimum required size per the CRC span tables, increases cost and weight unnecessarily, and would be the answer for a much wider span or multi-story condition.

Option C: 4x8 solid header

A 4x8 solid header provides roughly equivalent structural capacity to a double 2x8 (two 1.5-inch members = 3 inches vs. one 3.5-inch member), but the CRC span tables are based on double-member headers, not solid timbers, for this application. Additionally, solid headers have different shrinkage characteristics and are not the prescriptive solution referenced in CRC Table R602.7(1).

Option D: 2x10 double header

A double 2x10 exceeds the minimum requirement for a 6-foot opening with Douglas Fir-Larch in a single-story building. While it would work structurally, the CRC tables allow the smaller 2x8, making 2x10 a correct-but-oversized answer. The question asks for the minimum required size.

Memory Technique

For single-story Douglas Fir-Larch headers, remember the '6-foot = 2x8' rule as a baseline. Span increases by 2 feet roughly correlate to stepping up one lumber size: 6' = 2x8, 8' = 2x10, 10' = 2x12. This is a rough heuristic for single-story DF-L per CRC tables.

Was this explanation helpful?

More trade-general-building Questions

When installing engineered lumber joists (I-joists) in California residential construction, what is the primary code requirement for web stiffeners?

What is the required attic ventilation ratio when a vapor retarder is installed on the warm-in-winter side of the ceiling according to the California Residential Code?

In California's Wildland-Urban Interface (WUI) areas, which underlayment requirement applies to Class A fire-rated roof assemblies?

In California, when installing a tankless water heater in a seismic zone, what additional requirement must be met beyond standard installation practices?

According to the California Building Code (CBC), what is the minimum lap splice length for #4 rebar in a concrete foundation wall in normal weight concrete with f'c = 3000 psi?

According to CBC requirements for retaining walls in California, what additional design consideration must be addressed for retaining walls over 4 feet in height located in seismic design categories D, E, and F?

When constructing retaining walls in California that exceed 4 feet in height, which CBC requirement must be met regarding drainage?

Under California regulations, when is a reduced pressure principle (RPP) backflow prevention assembly required for a residential water service connection?

Under California Title 24, what is the minimum electrical service size required for new single-family residential construction?

According to the California Building Code, buildings located in Seismic Design Category D must comply with which specific seismic design requirements?

People Also Study

Related Study Resources

Practice More Contractor Exam Questions

Access all practice questions with progress tracking and adaptive difficulty to pass your Florida General Contractor 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.