Exam Cheat Sheet · Quick Reference
Kansas General Building Contractor (B) Exam (ICC KGB, 2018 IBC/IRC)
Kansas · Pearson Vue
Kansas State Portion 80 questions
Key Distinctions
A dwelling unit has permanent provisions for living, sleeping, eating, cooking and sanitation, while a sleeping unit may have provisions for living, eating and either sanitation or kitchen facilities, but not both.
IBC 2018 Chapter 2 (Definitions), 'Dwelling Unit' and 'Sleeping Unit'Wood shakes shall only be used on slopes of not less than 4:12, which is steeper than the minimum slope allowed for wood shingles (3:12) or clay/concrete tile (2½:12).
IBC 2018 Section 1507.9.2Coal-tar built-up roofs may be designed at a minimum ⅛ unit vertical in 12 (1-percent) slope, while standard built-up roofs require a minimum ¼:12 slope.
IBC 2018 Section 1507.10.1A mark gives only the manufacturer's name and the product's function; a label additionally carries performance characteristics and the name/identification of an approved agency, and a manufacturer's designation indicates compliance with a specified standard or set of rules.
IBC 2018 Chapter 2 (Definitions), 'Mark'An approved source is an independent person, firm or corporation approved by the building official who is competent and experienced in applying engineering principles to materials, methods or systems analyses, while an approved agency is one regularly engaged in conducting tests, furnishing inspection services or product certification.
IBC 2018 Chapter 2 (Definitions), 'Approved Source'Labeled means an identifying mark of a nationally recognized testing laboratory or approved agency that maintains periodic inspection of production is affixed; listed means inclusion in a published list; approved means acceptable to the building official.
IRC 2018 Chapter 2 — Definitions (Labeled, Listed, Approved)Booth seating is computed at 24 inches per person measured at the backrest, while fixed seating without dividing arms is computed at 18 inches per person.
IBC 2018 Page 259In the multistory allowable-area equation the actual number of stories above grade plane (Sa) shall not exceed three, except that the limit is four for buildings sprinklered under Section 903.3.1.2 (NFPA 13R), which itself is permitted only in Group R up to four stories and 60 feet above grade plane.
IBC 2018 Section 506.2.3Class I vapor retarders, such as sheet polyethylene and nonperforated aluminum foil, have a perm rating less than or equal to 0.1; Class II is greater than 0.1 up to 1.0 and Class III is greater than 1.0 up to 10.0.
IBC 2018 Section 1404.3.3Tested per ASTM E84 or UL 723, Class A is flame spread 0–25, Class B is 26–75 and Class C is 76–200, each with a smoke-developed index of 0–450; there is no class above 200.
IBC 2018 Chapter 8 — Section 803.1.2Roof assembly classes are graded by fire-test exposure: Class A severe, Class B moderate, Class C light.
IBC 2018 Section 1505.3The 36-inch clear width between handrails applies to accessible-route ramps, the 48-inch dimension applies to stairways serving as an accessible means of egress, and 44 inches is a general corridor/exit passageway width.
IBC 2018 Page 283Where concrete is exposed to sulfate soils or solutions, Type V sulfate-resistant cement should be used in severe exposures and Type II in moderate exposures; Type III is a high-early-strength cement, not a sulfate-resisting one.
Concrete Manual (2015 IBC / ACI 318-14), Chapter 4 — Section 4.2 (Deficiencies of the Concrete Itself)Direct bearing on masonry or concrete requires not less than 3 inches of bearing, whereas a 2-inch nominal sill plate under the member must provide a minimum nominal bearing area of 48 square inches.
IRC 2018 Section R802.6The volumetric meter determines air content from the change in water column height after agitation, requires no knowledge of batch materials or properties and can be used on lightweight concrete, while the gravimetric method requires specific gravities and batch proportions and the Chace meter is only an approximation.
Concrete Manual (2015 IBC / ACI 318-14), Chapter 2 — Section 2.8 (Air Content)Key Terms
Formulas to Know
W/C 0.44 lb water per lb cement × 94 lb/bag = 41.4 lb water; 41.4 ÷ 8.33 lb/gal ≈ 5.0 gallons per bag (manual's example: W/C = 0.44 = 5 gal/bag)If = [F/P – 0.25] W/30; qualifies only where not less than 25 percent of the building perimeter is on a public way or open spaceSa = actual number of stories above grade plane, not to exceed three (not to exceed four where sprinklered per Section 903.3.1.2, NFPA 13R); no individual story may exceed the area determined using Sa = 1Use the same method and tabulated bracing length as the wall above × 1.15; any gypsum-board-omission adjustment is taken in addition to the 1.15 increaseIn structures assigned to Seismic Design Category C or D (no seismic reinforcement required in SDC A or B): chimneys up to 40 inches wide require four No. 4 continuous vertical bars anchored in the foundation, placed in concrete between wythes of solid masonry or in grouted cells of hollow unit masonry; add two No. 4 bars for each additional 40 inches of width or fraction thereofStandard 6 × 12-inch cylinder (L/D = 2.0) = 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 comparisonSlump decreases roughly 1/2 to 1 inch for each 10°F rise in concrete temperatureCompact all fill material to not less than 90 percent of maximum dry density per ASTM D1557 (Modified Proctor), in lifts not exceeding 12 inches in depthFixed seating without dividing arms: not less than one person per 18 inches of seating length; seating booths: one person per 24 inches of booth seat length measured at the backrestWhere partition locations are subject to change and the specified live load is less than 80 psf, provide a uniformly distributed partition live load of not less than 15 psf (0.72 kN/m²); not required where the specified live load is 80 psf or greater