Exam Cheat Sheet · Quick Reference
Kansas City, MO Residential Building Contractor (C) Exam (ICC G13, 2018 IRC)
Missouri · Pearson Vue
Missouri State Portion 80 questions
Key Distinctions
LABELED means an identifying mark of a nationally recognized testing laboratory or approved 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 2018 Chapter 2 — Definitions (Labeled, Listed, Approved)REPAIR is reconstruction, replacement or renewal of part of an existing building for maintenance or to correct damage; ALTERATION is construction, retrofit or renovation other than repair or addition that requires a permit, and ADDITION is an extension or increase in floor area, number of stories or height.
IRC 2018 Definitions, (Section R202)A built-up roof covering is two or more layers of felt cemented together with a cap sheet, mineral aggregate, smooth coating or similar surfacing, while modified bitumen is one or more layers of polymer modified asphalt sheets and a single-ply membrane uses one layer of membrane material.
IRC 2018 Chapter 2 — definition of BUILT-UP ROOF COVERINGWhere 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 high-early-strength, not sulfate-resisting).
Concrete Manual (2015 IBC / ACI 318-14), Chapter 4 — Section 4.2 (Deficiencies of the Concrete Itself)Without fire sprinklers, unlimited unprotected openings in 0-hour-rated exterior walls require a fire separation distance of 5 feet or greater; for dwellings sprinklered throughout, exterior walls may be non-fire-resistance rated at a fire separation distance of 3 feet or greater.
IRC 2018 (Table R302.1(1))Ends of each joist, beam or girder shall have not less than 1½ inches of bearing on wood or metal, but not less than 3 inches of bearing on masonry or concrete.
IRC 2018 Section R502.6A stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent of its width, while studs in nonbearing partitions may be notched up to 40 percent.
IRC 2018 Section R602.6Any stud may be bored to a hole diameter not more than 60 percent of the stud width, but studs in exterior walls or bearing partitions bored over 40 percent and up to 60 percent must be doubled, with not more than two successive doubled studs bored.
IRC 2018 Section R602.6Habitable space, hallways and portions of basements containing these spaces require not less than 7 feet, while bathrooms, toilet rooms and laundry rooms require not less than 6 feet 8 inches.
IRC 2018 Section R305.1Emergency escape and rescue openings require a net clear opening of not less than 5.7 square feet, but grade floor or below-grade openings may be reduced to 5 square feet.
IRC 2018 Section R310.2.1For cold-formed steel framed walls anchored with bolts instead of foundation anchor straps, bolts shall extend not less than 15 inches into masonry or not less than 7 inches into concrete.
IRC 2018 Section R603.3.1Lintels supporting masonry veneer walls are held to the more stringent L/600, compared with L/360 for floor joists and L/240 for rafters having finished ceilings.
IRC 2018 Table R301.7A walking surface becomes a RAMP by definition when its running slope is steeper than 1 unit vertical in 20 units horizontal; the 1:12 figure is the maximum permitted ramp slope, not the definition threshold.
IRC 2018 Definitions, (Section R202)Finely divided, uniformly distributed clay or silt in sand is not harmful up to 5 percent generally, but the limit is reduced to 3 percent for concrete subject to abrasion.
Concrete Manual (2015 IBC / ACI 318-14), Chapter 3, Section 3.11 (Book Page 34)Key Terms
Formulas to Know
Grade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall.Bottom surface slope shall not exceed 1 unit vertical in 10 units horizontal (10-percent slope); step footings where this would be exceeded or elevation must change.Notch depth ≤ 25% of stud width in exterior walls/bearing partitions (≤ 40% in nonbearing partitions); bored hole diameter ≤ 60% of stud width, with edge of hole ≥ 5/8 inch from stud edge; studs bored over 40% up to 60% must be doubled.Required cripple wall bracing = tabulated length/method of the wall above × 1.15; any gypsum-board-omission adjustment is applied in addition to the 1.15 increase.Lintels supporting masonry veneer: L/600; floor joists: L/360; rafters with finished ceilings: L/240.Openable area to the outdoors ≥ 4 percent of the floor area being ventilated; aggregate glazing area is a separate minimum of 8 percent.Value of proposed work ÷ market value of building before damage/improvement ≥ 50 percent = substantial improvement.Example: W/C = 0.44 by weight × 94 lb cement/bag = 41.4 lb water; 41.4 lb ÷ 8.33 lb/gal ≈ 5.0 gallons of water per bag.Example: taking the standard 6 x 12 inch cylinder (L/D = 2.0) as 100 percent, a 6-inch-diameter specimen 9 inches long indicates about 104 percent; correction factors are applied for L/D less than 2.0 (ASTM C39, C42).Where the header joist span exceeds 4 feet (e.g., a 5-foot span), both header joist and trimmer joists shall be doubled and of sufficient cross section to support the joists framing into the header.