Exam Cheat Sheet · Quick Reference
Kansas Building Contractor (B) Exam (ICC 551, 2015 IBC/IRC)
Kansas · Pearson Vue
Kansas State Portion 80 questions
Key Distinctions
A mark is an identification applied by the manufacturer showing the manufacturer's name and the function of the product, while a label additionally carries performance characteristics and the identification of an approved agency (a manufacturer's designation indicates compliance with a specified standard or set of rules).
IBC 2015 Chapter 2 — Definitions of 'Mark,' 'Label' and 'Manufacturer's Designation'Labeled means a label, seal, symbol or mark of a nationally recognized testing laboratory or inspection agency that maintains periodic inspection of production has been affixed, while Listed means inclusion in a published list and Approved means acceptable to the building official.
IRC 2015 Section R202 (Labeled)An addition is an extension or increase in floor area OR height of a building (so a new second story is an addition), whereas an alteration is construction other than repair or addition and a repair is renewal of part of a building for maintenance or to correct damage.
IRC 2015 Section R202 (Addition)Booth occupant load is one person per 24 inches of booth seat length measured at the backrest, while fixed seating without dividing arms is computed at not less than one person per 18 inches of seating length.
IBC 2015 Chapter 10 — Section 1004.4 Fixed SeatingAn incinerator room requires both a 2-hour separation AND an automatic sprinkler system, while furnace rooms and refrigerant machinery rooms require 1 hour OR sprinklers.
IBC 2015 Chapter 5 — Table 509 Incidental UsesLumber must be dried to a moisture content of 19 percent or less before use, while wood structural panels must be dried to 15 percent or less.
IBC 2015 Section 2303.2Joists or structural floors closer than 18 inches to exposed ground must be naturally durable or preservative-treated, while for girders the threshold is closer than 12 inches.
IBC 2015 Section 2304.12.1.1 (Chapter 23)Tables for a ceiling attached to the rafters are based on a deflection limit of L/240, while tables for a ceiling not attached are based on L/180 (floor joist span tables use L/360).
IBC 2015 Chapter 23 — Section 2308.7.2 and Tables 2308.7.2(1) through 2308.7.2(6)The base limit is 20 feet where more than one exit or exit access doorway is required, but up to 50 feet is permitted in Groups B, E, F, I-1, M, R-1, R-2, R-4, S and U where the building is sprinklered throughout per Section 903.3.1.1.
IBC 2015 Chapter 10 — Section 1020.4 Corridors, Dead EndsStairway capacity is 0.3 inch per occupant generally, while the 0.2-inch factor applies only to buildings (other than Groups H and I-2) equipped throughout with an automatic sprinkler system AND an emergency voice/alarm communication system.
IBC 2015 Chapter 10 — Section 1005.3.1 StairwaysThe general guard limit blocks passage of a 4-inch sphere, while guards on the open side of stairs may have openings that do not allow passage of a 4-3/8-inch sphere and the triangular opening at riser, tread and bottom rail is limited to a 6-inch sphere.
IRC 2015 Section R312.1.3Where a general requirement conflicts with a specific requirement for the same condition, the specific requirement governs; the 'most restrictive governs' rule applies instead where different sections specify different materials, methods of construction or other requirements for the same case.
IBC 2015 Chapter 1 — Section 102.1 GeneralType V sulfate-resistant cement is used for severe sulfate exposure while Type II is used for moderate sulfate exposure (Type III is a high-early-strength cement, not sulfate-resisting).
Concrete Manual (2015 IBC / ACI 318-14), Chapter 4 — Section 4.2 (Deficiencies of the Concrete Itself)A stairway serving as part of an accessible means of egress needs not less than 48 inches clear between handrails (Exception 2 waives this in buildings sprinklered throughout), while 44 inches is only the general minimum stairway width.
IBC 2015 Chapter 10 — Section 1009.3 Accessible Means of Egress, StairwaysKey Terms
Formulas to Know
Glazing area ≥ 8% of floor area; openable area for natural ventilation ≥ 4% of floor area. Example: 300 sq ft × 0.08 = 24 sq ft glazing; × 0.04 = 12 sq ft openable.Width = occupant load × 0.3 inch per occupant (0.2 inch per occupant only where sprinklered throughout plus emergency voice/alarm, other than Groups H and I-2). Example: 300 occupants × 0.3 = 90 inches.Seating without dividing arms: not less than 1 person per 18 inches of seating length; booths: 1 person per 24 inches of booth seat length measured at the backrest.(actual number of dwelling units ÷ 4) + (ratio for the other occupancy) shall not exceed 1.Required bracing length = tabulated length for the wall above × 1.15, using the same bracing method; any adjustment for omitting gypsum wall board on the inside face is taken in addition to the 1.15 increase.Water (lb) = W/C × 94 lb per bag; gallons = water (lb) ÷ 8.33 lb/gal. Example: 0.44 × 94 = 41.4 lb ÷ 8.33 ≈ 5 gallons per bag.On Type I, II, III and IV construction, combustible exterior wall coverings shall not exceed 10 percent of the exterior wall surface area where the fire separation distance is 5 feet or less (e.g., a 4-foot separation triggers the 10 percent limit).Taking the standard 6 × 12-inch cylinder (L/D = 2.0) as 100 percent, a 6-inch-diameter specimen 9 inches long indicates about 104 percent; correction factors for L/D less than 2.0 are applied for direct comparison (ASTM C39, C42).Unless structural support and anchorage resist the overturning moment, the center of gravity of the projecting cornice must lie within the middle one-third of the supporting wall.Permitted for steel, ferrous or copper pipes, tubes or conduits where nominal diameter of the penetrating item is not more than 6 inches and the opening area does not exceed 144 square inches.