ICC Commercial B2 study materials
ICC Commercial B2 study resources

ICC Commercial B2 flashcards

ICC Commercial B2 · Build recall with a focused review session.

32 cards. Read the term and the definition here. The deck at the top of this page is optional.

Permit requirement
A permit is required for new construction, alterations, repairs, demolition, and changes of occupancy unless the work is exempt under the code's minor-repair provisions.
Certificate of occupancy
Issued after final inspection confirms the building complies with approved plans and is safe for the intended occupancy group.
Occupancy classification
Each space is assigned an occupancy group (A, B, E, F, H, I, M, R, S, U) based on the use and occupant load.
Mixed occupancy
When a building contains multiple occupancy groups, apply either the separated or non-separated occupancy provisions of the code.
Construction type
Classified as Type I through Type V, with subtypes A (protected) and B (unprotected) for Types I-IV; Type V has no fire-resistance rating requirement.
Fire-resistance rating
Expressed in hours and assigned to structural members, exterior walls, and floor/ceiling assemblies based on construction type and occupancy.
Building height and area
Limited by construction type and occupancy group; allowable area may be increased by frontage and sprinkler provisions.
Referenced standards
The code incorporates standards such as NFPA 13 for sprinklers, ASTM E119 for fire tests, and ASME A17.1 for elevators.
Occupant load factor
Calculated by dividing floor area by the occupant load factor for the use; typically 100 sq ft per occupant for business and 15 sq ft for assembly unconcentrated.
Egress width
Required width based on occupant load; minimum of 0.2 inches per occupant for level components and 0.15 inches per occupant for stairways.
Number of exits
At least two exits are required when occupant load exceeds 49 for most occupancies, or when travel distance exceeds 75 feet.
Travel distance
Maximum travel distance to an exit varies by occupancy and sprinkler protection; common limits are 200 feet for nonsprinklered business and 300 feet for sprinklered business.
Dead-end corridors
Limited to 20 feet in nonsprinklered buildings and 50 feet in sprinklered buildings for most occupancies.
Accessibility standard
Accessible routes, parking, entrances, and toilet rooms must comply with ICC A117.1; the 2017 edition is commonly referenced.
Accessible route width
Accessible routes must be at least 36 inches wide, with passing spaces at intervals not exceeding 200 feet.
Ramp slope
Slope not steeper than 1:12, with landings at top and bottom and handrails on both sides if rise exceeds 6 inches.
Fire barriers
Used to separate occupancy groups and enclose exit stairways; required rating depends on occupancy and construction type, commonly 1 or 2 hours.
Fire partitions
Separate dwelling units, guest rooms, and corridors; minimum 1-hour rating, with smoke partitions requiring a 1-hour rating in some cases.
Smoke barriers
Required around atriums and certain occupancies; must limit smoke spread and have a minimum 1-hour rating.
Interior finish classes
Class A (flame spread 0-25), Class B (26-75), Class C (76-200); smoke-developed index is also limited.
Sprinkler systems
Automatic sprinkler protection is required based on occupancy, height, and area; NFPA 13 is the referenced standard.
Fire-rated assemblies
Tested per ASTM E119; ratings include structural elements, walls, and floor/ceiling assemblies.
Opening protectives
Fire-rated doors and windows must be labeled and installed per NFPA 80; ratings range from 20 minutes to 3 hours.
Smoke detection
Required in certain occupancies and corridors; must comply with NFPA 72 installation standards.
Load combinations
Use ASCE 7 load combinations for dead, live, wind, seismic, and snow loads; strength design uses factored loads.
Live loads
Minimum uniformly distributed live loads are specified by occupancy, e.g., 100 psf for assembly areas and 50 psf for offices.
Foundation design
Soil bearing capacity must be determined by geotechnical investigation; footings must extend below frost line.
Seismic design categories
Structures assigned to Seismic Design Categories D, E, or F require special detailing and lateral-force-resisting systems.
Concrete requirements
Minimum compressive strength and reinforcement requirements per ACI 318; cover requirements vary by exposure.
Energy code compliance
The 2018 or 2021 IECC is commonly adopted; compliance via prescriptive, trade-off, or performance path.
Building envelope
Thermal envelope requirements include insulation R-values, fenestration U-factors, and air leakage limits.
High-rise building
Defined as occupied floors more than 75 feet above the lowest level of fire department access; require additional fire protection and egress provisions.