Exam Cheat Sheet · Quick Reference

ICC G13 Residential Building Contractor (C) Exam (2018 IRC)

National  ·  Pearson Vue

Verified, not estimated. Every figure below is drawn from the official exam structure we maintain — question counts, passing standard and topic weighting. Practice questions are grounded in the source law with statute citations. We omit any figure we can't verify rather than guess at it.
Total questions
80
Passing score
70%
Exam time
240 min
Administered by
Pearson Vue
Format
Reference materials allowed

National State Portion 80 questions

Permits and General Regulations 15 Q · 19%
Regulations and Job PlanningCode Definitions and TermsPermit application requirements and processWork exempt from permit requirementsBuilding official authority and dutiesInspections (types, sequence, and approval requirements)Certificate of occupancy issuance and revocationPermit validity, expiration, and suspensionConstruction documents submittal and approvalBoard of appeals process and limitationsScope and AdministrationDefinitions
Building Planning and Life Safety 15 Q · 19%
Fire & Smoke Alarms & Fire Protect SysOccupancy Needs & Interior EnvironmentExiting & Means of EgressFire-Resistant Construction & Separation RequirementsFireblocking & DraftstoppingGuards & Window Fall ProtectionBuilding Planning
Structural Systems 40 Q · 50%
Footings and FoundationsConcreteFloorsWall Framing and StairsRoof Ceiling Construction Roof AssemblyMasonryCold-Formed Steel Wall FramingStructural Insulated Panels and Engineered Wood ProductsWall Bracing Methods and RequirementsChimneys and Fireplaces Structural RequirementsLumber Grades and Material Standards for Structural MembersDrilling, Notching, and Cutting Limitations for Structural Members +4 more
Building Envelope 10 Q · 12%
Interior FinishesGlass and GlazingExterior Finishes and Roof CoveringsWater-resistive barriers and vapor retardersFlashing requirements and locationsExterior wall cladding attachment and fastenersRoof underlayment types and applicationRoof covering minimum slopes and deck requirementsIce barriersReroofing and roof recover requirementsCladding attachment over foam sheathingWall Covering +1 more

Key Distinctions

Rafter/ceiling joist bearing directly on masonry or concretevsRafter/ceiling joist bearing on a 2-inch nominal sill plate over masonry or concrete

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 R802.6
Bearing on wood or metalvsBearing on masonry or concrete

Ends 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 R802.6
Notching a stud in an exterior wall or bearing partitionvsNotching a stud in a nonbearing partition

Exterior/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 R602.6
Bored hole up to 40 percent of stud widthvsBored hole over 40 percent and up to 60 percent of stud width

Any 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 R602.6
Dwelling NOT equipped with fire sprinklers (Table R302.1(1))vsDwelling equipped throughout with an automatic sprinkler system (Table R302.1(2))

Without 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))
Foundation wall extension above grade where masonry veneer is usedvsFoundation wall extension above grade elsewhere

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 R404.1.6
Cold-formed steel wall anchor bolt embedment into masonryvsCold-formed steel wall anchor bolt embedment into concrete

Anchor 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 R603.3.1
LabeledvsListed / Approved

LABELED 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)
RepairvsAlteration / Addition

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)
Built-up roof coveringvsModified bitumen / single-ply membrane roof covering

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 COVERING
Roof recover not permittedvsRoof covering permitted over existing wood shakes

A 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 R908.3.1.1
Third top plate as bearing-alignment exception (R602.3.3)vsBraced wall top plate-to-truss connection (R602.10.8.2)

A 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 R602.3.3

Key Terms

Scope of the IRC (R101.2) IRC 2018 Section R101.2
The code applies to detached one- and two-family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress, and their accessory structures not more than three stories above grade plane.
Townhouse (R202) IRC 2018 Definitions, to 26 (Section R202)
A single-family dwelling unit constructed in a group of three or more attached units in which each unit extends from foundation to roof and with a yard or public way on not less than two sides.
Ramp (R202) IRC 2018 Definitions, (Section R202)
A walking surface with a running slope steeper than 1 unit vertical in 20 units horizontal (5-percent slope); the 1:12 figure is the maximum permitted ramp slope, not the definition threshold.
Substantial improvement (R105.3.1.1) IRC 2018 Section R105.3.1.1
Work in a flood hazard area whose value equals or exceeds 50 percent of the market value of the building before the damage occurred or before the improvement is started, triggering compliance of the existing portions of the entire building with the flood-resistant requirements of Section R322.
Hazardous location – individual fixed or operable glazed panel (R308.4.3) IRC 2018 Section R308.4.3
Glazing requiring safety glazing where all four conditions occur: exposed pane area larger than 9 square feet, bottom edge less than 18 inches above the floor, top edge more than 36 inches above the floor, and a walking surface within 36 inches horizontally.
Permit exemptions (R105.2) IRC 2018 Section R105.2
Exempt items include one-story detached accessory structures with floor area not exceeding 200 square feet and fences not over 7 feet high; a 5-foot retaining wall exceeds the 4-foot limit and decks attached and serving an exit door are not exempt.
Abandoned permit application (R105.3.2) IRC 2018 Section R105.3.2
A permit application is deemed abandoned 180 days after the date of filing unless it is pursued in good faith or a permit has been issued.
Invalid permit (R105.5) IRC 2018 Section R105.5
Every issued permit becomes invalid unless the authorized work commences within 180 days after issuance, or if more than 180 days pass between inspections.
General vs. specific requirement (R102.1) IRC 2018 Section R102.1
Where a conflict exists between a general requirement and a specific requirement of the code, the specific requirement is applicable.
Frost-protected shallow foundation (R403.3) IRC 2018 Section R403.3
A foundation permitted for buildings where the monthly mean temperature inside is maintained at not less than 64°F; it shall not be used for unheated spaces.
Footing projection, P (R403.1.1) IRC 2018 Section R403.1.1
The footing projection shall be not less than 2 inches and shall not exceed the thickness of the footing.
Foundation drainage exception (R405.1, Table R405.1) IRC 2018 Section R405.1, Table R405.1
A foundation wall drainage system is not required where the foundation is installed on well-drained ground or sand-gravel mixture soils classified as Group I soils under the Unified Soil Classification System.
Foundation waterproofing with roll roofing (R406.2) IRC 2018 Section R406.2
Where a high water table or other severe soil-water condition requires waterproofing rather than dampproofing, 55-pound roll roofing is an acceptable membrane, with all joints lapped and sealed with a compatible adhesive.
Foundation cripple wall (R602.9) IRC 2018 Section R602.9
A cripple wall framed of studs not smaller than the studding above; where exceeding 4 feet in height it must be framed with studs of the size required for an additional story.
Braced wall panel layout (R602.10.2.2) IRC 2018 Section R602.10.2.2
A braced wall panel shall begin within 10 feet from each end of a braced wall line, and the distance between adjacent edges of braced wall panels shall be not greater than 20 feet.
Collar tie (R802.4.6) IRC 2018 Section R802.4.6
A member connecting opposing rafters that shall be located in the upper third of the attic space.

Formulas to Know

Required cripple wall bracing lengthCripple 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.)
Rafter span adjustment for rafter tie/ceiling joist heightWhen 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.
Substantial improvement threshold (flood hazard area)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.
Lot grading fall away from foundationGrade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall.
Maximum footing bottom slope before steppingSlope 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.
Footing projection limits2 inches ≤ P ≤ thickness of the footing.
Maximum bored hole diameter in a studHole 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).
Natural ventilation and glazing area for habitable roomsOpenable area to the outdoors ≥ 4% of the floor area being ventilated; aggregate glazing area is a separate minimum of 8%.
Allowable deflection limitsLintel supporting masonry veneer = L/600; floor joists = L/360; rafters with finished ceilings = L/240.
Floor opening header/trimmer doubling triggerWhere 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).