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International Code Council 67 - Fire Inspector II Exam Sample Questions (Q70-Q75):

NEW QUESTION # 70
Platforms used for access to aboveground tanks storing flammable or combustible liquids shall be:

A. built of nonferrous, nonsparking metal.
B. built of noncombustible construction.
C. at least 4 ft. wide.
D. located no closer than 3 ft. to the side of the tank.

Answer: B

NEW QUESTION # 71
Exit signs shall have words on the sign in letters ___ inches in height.

A. four
B. three
C. six
D. five

Answer: A

Explanation:
1.
Exit Sign Letter Height Requirement
According to the International Fire Code (IFC) 2021, Section 1013.5, and the International Building Code (IBC) 2021, Section 1013.5, exit sign letters must be at least 6 inches in height. However, the minimum height requirement for the wording within the sign (e.g., "EXIT") is specifically 4 inches.
The stroke width of these letters must be at least 0.5 inches to ensure visibility.
2. Verification of Other Options
Option A (three inches) - Below the minimum height requirement. Incorrect.
Option C (five inches) - Exceeds the minimum standard but is not the correct minimum required size.
Incorrect.
Option D (six inches) - This applies to the total EXIT sign height, but the actual letter requirement is 4 inches.
Incorrect.
Reference Sources:
International Fire Code (IFC) 2021 - Section 1013.5
International Building Code (IBC) 2021 - Section 1013.5
NFPA 101: Life Safety Code (Exit Sign Requirements)

NEW QUESTION # 72
The minimum fire-flow for a 75,000-sq. ft. building of Type IIB construction without a sprinkler system is:

A. 4,000 gpm for 4 hours.
B. 5,500 gpm for 4 hours.
C. 5,750 gpm for 4 hours.
D. 3,000 gpm for 3 hours.

Answer: B

Explanation:
Reference to Fire-Flow Requirements for Type IIB Buildings:
The International Fire Code (IFC 2021), Appendix B, Table B105.1(2) establishes the minimum fire-flow requirements for buildings based on construction type, size, and the presence of sprinkler systems.
For a 75,000 sq. ft. Type IIB (non-combustible, unprotected) building without sprinklers, the required fire- flow is 5,500 gpm for 4 hours.
Why Fire-Flow Matters:
Fire-flow ensures that sufficient water is available to control and extinguish fires in large buildings.
Type IIB buildings lack built-in fire resistance enhancements, making adequate fire-flow crucial.
Clarification of Incorrect Answer Choices:
A: 3,000 gpm for 3 hours # Incorrect
Too low for a building of this size and construction type.
B: 4,000 gpm for 4 hours # Incorrect
Below the required 5,500 gpm per IFC Appendix B.
D: 5,750 gpm for 4 hours # Incorrect
Slightly above the requirement but not the exact minimum mandated by IFC Table B105.1(2).
Conclusion:
The correct and verified answer is C (5,500 gpm for 4 hours) as per IFC Appendix B, Table B105.1(2), ensuring compliance with fire-flow standards for Type IIB buildings without sprinklers.

NEW QUESTION # 73
The interior finish of walls and a ceiling in an atrium may not be less than __ Class

A. Class B - Less fire-resistant than Class A, not permitted for atriums.
B. Class C - Provides even lower fire protection, making it unsuitable.
C. Class A - Interior Finish Ratings (Per ASTM E84 and NFPA 286).
D. Class D - Not recognized as an acceptable interior finish classification for atriums.

Answer: C

Explanation:
The interior finish requirements for walls and ceilings in an atrium are regulated under the 2021 International Building Code (IBC), Section 404 - Atriums, and Table 803.11 - Interior Wall and Ceiling Finish Requirements.
IBC Section 404.8 - Interior Finish in Atriums:
"The interior finish of walls and ceilings in an atrium shall be not less than Class A." Class A interior finishes have the highest level of fire resistance and low flame spread to minimize fire hazards in large open spaces like atriums.

NEW QUESTION # 74
What is the occupant load of a 2,500 net square foot assembly occupancy using tables and chairs?

A. 0
B. 1
C. 2
D. 3

Answer: B

Explanation:
Reference to Occupant Load Factor Calculations:
The International Fire Code (IFC 2021), Table 1004.5 provides occupant load factors for different types of occupancies.
For assembly occupancy with tables and chairs, the occupant load factor is 15 square feet per person (net area).
Calculation of Occupant Load:
Formula: Occupant Load=Net Square FootageOccupant Load Factor ext{Occupant Load} = rac{ ext{Net Square Footage}}{ ext{Occupant Load Factor}}Occupant Load=Occupant Load FactorNet Square Footage Given: 2,500 net square feet, with a load factor of 15 sq. ft. per person: 250015=166.67#167 occupantsrac
{2500}{15} = 166.67 approx 167 ext{ occupants}152500=166.67#167 occupants Clarification of Incorrect Answer Choices:
A: 167 # Correct
Matches the exact IFC Table 1004.5 calculation.
B: 227 # Incorrect
Would correspond to a lower load factor (about 11 sq. ft. per occupant), which is not the standard for tables and chairs.
C: 357 # Incorrect
Would correspond to a 7 sq. ft. per occupant factor, used for tighter seating arrangements (e.g., assembly without fixed seats).
D: 500 # Incorrect
Would correspond to a 5 sq. ft. per occupant factor, typically used for standing areas or dense seating arrangements.
Conclusion:
The correct and verified answer is A (167 occupants) based on IFC Table 1004.5, using the standard occupant load factor for assembly occupancies with tables and chairs.

NEW QUESTION # 75
......

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