Exam Cheat Sheet · Quick Reference
ICC G13 Residential Building Contractor (C) Exam (2018 IRC)
National · Pearson Vue
National State Portion 80 questions
Key Distinctions
Direct bearing on masonry or concrete must be not less than 3 inches, while a 2-inch minimum nominal thickness sill plate placed under the member must instead provide a minimum nominal bearing area of 48 square inches.
IRC 2018 Section R802.6Ends of each rafter, ceiling joist, floor joist, beam or girder require not less than 1½ inches of bearing on wood or metal but not less than 3 inches on masonry or concrete.
IRC 2018 Section R802.6Exterior/bearing-wall studs may be cut or notched to a depth not exceeding 25 percent of the stud width, while nonbearing partition studs may be notched up to 40 percent.
IRC 2018 Section R602.6Any stud may be bored provided the hole is not more than 60 percent of the stud width, but in exterior walls or bearing partitions holes over 40 percent up to 60 percent require the stud to be doubled, with not more than two successive doubled studs bored.
IRC 2018 Section R602.6Without sprinklers, unlimited unprotected openings in 0-hour exterior walls require a fire separation distance of 5 feet or greater; with sprinklers, exterior walls are permitted to be non-fire-resistance rated at a fire separation distance of 3 feet or greater.
IRC 2018 (Table R302.1(1))Concrete and masonry foundation walls shall extend above finished grade not less than 4 inches where masonry veneer is used and not less than 6 inches elsewhere.
IRC 2018 Section R404.1.6Anchor bolts connecting cold-formed steel framed walls to foundations must extend not less than 15 inches into masonry but not less than 7 inches into concrete (and be not more than 12 inches from corners or bottom-track terminations).
IRC 2018 Section R603.3.1LABELED means a mark of a nationally recognized testing laboratory or approved agency is affixed and that organization maintains periodic inspection of production; LISTED refers to 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 any 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 surfacing, whereas a modified bitumen covering 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 COVERINGA roof recover is not permitted where the existing covering is slate, clay, cement or asbestos-cement tile (or the roof is water soaked/deteriorated or already has two or more applications), but metal panel, metal shingle and concrete and clay tile coverings may be installed over existing wood shake roofs.
IRC 2018 Section R908.3.1.1A third top plate is an accepted exception for aligning bearing studs under members spaced over 16 inches on center, but it is NOT a permitted method of connecting braced wall top plates to perpendicular roof trusses, which requires soffit blocking panels, vertical blocking panels, truss-manufacturer blocking panels designed per R802, or engineered load-transfer methods.
IRC 2018 Section R602.3.3Key Terms
Formulas to Know
Cripple wall bracing length = tabulated length for the wall above × 1.15 (same method as wall above); any adjustment for eliminating interior gypsum wall board is taken in addition to the 1.15 increase. (The 1.5 factor applies only to specific interior cripple wall conditions in higher seismic design categories.)When Hc/Hr = 1/3, multiply the tabulated rafter span by 0.67, where Hc = height of ceiling joists or rafter ties above the top of the rafter support walls and Hr = height of the roof ridge above the same point.Work is a substantial improvement when value of proposed work ≥ 50% of the market value of the building before the damage occurred or before the improvement is started.Grade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall.Slope shall not exceed 1 unit vertical in 10 units horizontal (10-percent slope); step the footing where elevation must change or this slope would be exceeded.2 inches ≤ P ≤ thickness of the footing.Hole diameter ≤ 60% of stud width; edge of hole not more than 5/8 inch from the edge of the stud; hole not in the same section as a cut or notch. In exterior walls/bearing partitions, holes >40% up to 60% require doubled studs (not more than two successive doubled studs bored).Openable area to the outdoors ≥ 4% of the floor area being ventilated; aggregate glazing area is a separate minimum of 8%.Lintel supporting masonry veneer = L/600; floor joists = L/360; rafters with finished ceilings = L/240.Where the header joist span exceeds 4 feet, both the header joist and the trimmer joists shall be doubled and of sufficient cross section to support the floor joists framing into the header (example: a 5-foot header span requires doubled header and doubled trimmers).