Exam Cheat Sheet · Quick Reference

Kansas City, MO Residential Building Contractor (C) Exam (ICC G13, 2018 IRC)

Missouri  ·  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

Missouri State Portion 80 questions

Permits and General Regulations 14 Q · 18%
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 19 Q · 24%
Fire & Smoke Alarms & Fire Protect SysOccupancy Needs & Interior EnvironmentExiting & Means of EgressFire-Resistant Construction & Separation RequirementsFireblocking & DraftstoppingGuards & Window Fall ProtectionBuilding Planning
Structural Systems 37 Q · 46%
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 Envelopes 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

LabeledvsListed / Approved

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)
RepairvsAlteration / Addition

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

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 COVERING
Type V cement (severe sulfate exposure)vsType II cement (moderate sulfate exposure)

Where 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)
Unsprinklered dwelling exterior wall openingsvsSprinklered dwelling exterior walls

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))
Joist bearing on wood or metalvsJoist bearing on masonry or concrete

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 R502.6
Notching studs in exterior/bearing wallsvsNotching studs in nonbearing partitions

A 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 R602.6
Boring a stud up to 40 percent of widthvsBoring over 40 percent and up to 60 percent of width

Any 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 R602.6
Ceiling height for habitable space and hallwaysvsCeiling height for bathrooms, toilet rooms and laundry rooms

Habitable 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 R305.1
Emergency escape opening above gradevsGrade floor or below-grade emergency escape opening

Emergency 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 R310.2.1
Anchor bolt embedment into masonryvsAnchor bolt embedment into concrete

For 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 R603.3.1
Allowable deflection of lintels supporting masonry veneer (L/600)vsAllowable deflection of floor joists (L/360) and rafters with finished ceilings (L/240)

Lintels 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 R301.7
Ramp definition threshold (steeper than 1:20)vsMaximum permitted ramp slope (1:12)

A 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)
Clay/silt fines limit in sand, general concrete (5%)vsClay/silt fines limit in sand, concrete subject to abrasion (3%)

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

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 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 has a yard or public way on not less than two sides.
Repair IRC 2018 Definitions, (Section R202)
The reconstruction, replacement or renewal of any part of an existing building for the purpose of its maintenance or to correct damage.
Ramp IRC 2018 Definitions, (Section R202)
A walking surface that has a running slope steeper than 1 unit vertical in 20 units horizontal (5-percent slope).
Labeled IRC 2018 Chapter 2 — Definitions (Labeled, Listed, Approved)
Equipment, materials or products to which a label, seal, symbol or other identifying mark of a nationally recognized testing laboratory or approved agency has been affixed, where that organization maintains periodic inspection of production.
Built-up roof covering IRC 2018 Chapter 2 — definition of BUILT-UP ROOF COVERING
Two or more layers of felt cemented together and surfaced with a cap sheet, mineral aggregate, smooth coating or similar surfacing material.
Substantial improvement (flood hazard area) 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 the improvement is started, requiring the existing portions of the entire building to meet the flood-resistant construction requirements of Section R322.
Habitable room (area and dimension) IRC 2018 Section R304.1
A room that must have a floor area of not less than 70 square feet and be not less than 7 feet in any horizontal dimension; kitchens are excepted from both requirements.
Sloping-ceiling area exclusion IRC 2018 Section R304.3
Portions of a room with a sloping ceiling measuring less than 5 feet from finished floor to finished ceiling do not count toward the minimum required habitable area of that room.
Hazardous location — individual fixed or operable glazed panel IRC 2018 Section R308.4.3
Glazing is a hazardous location requiring safety glazing where all four conditions are met: 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.
Emergency escape and rescue door IRC 2018 Chapter 3 — Section R310.3 (Emergency escape and rescue doors)
Where a door serves as the required emergency escape and rescue opening it shall be a side-hinged door or a slider, and where the opening is below adjacent grade an area well is required.
Frost-protected shallow foundation IRC 2018 Section R403.3
A foundation method permitted for heated buildings where the monthly mean temperature inside is maintained at not less than 64°F; it shall not be used for unheated spaces.
Presumptive load-bearing value (Table R401.4.1) IRC 2018 Section R401.4.1, Table R401.4.1
Assumed soil bearing pressures used without a complete geotechnical evaluation: crystalline bedrock 12,000 psf, sedimentary and foliated rock 4,000 psf, sandy gravel/gravel (GW, GP) 3,000 psf, and sand/silty sand 2,000 psf.
Footing projection (P) IRC 2018 Section R403.1.1
The projection of a footing beyond the supported element, which shall be not less than 2 inches and shall not exceed the thickness of the footing.
Foundation cripple wall IRC 2018 Section R602.9
A wall framed of studs not smaller than the studding above; where exceeding 4 feet in height it shall be framed of studs having the size required for an additional story.
Roof recover IRC 2018 Section R908.3.1.1
Installing a new roof covering over the existing covering, which is not permitted where the existing covering is slate, clay, cement or asbestos-cement tile, where the existing roof is water soaked or deteriorated, or where there are two or more applications of roof covering.
Laitance Concrete Manual (2015 IBC / ACI 318-14), Pages 342 and 348 (Chapter 17, Sections 17.1 and 17.2)
A weak sand-cement wearing surface formed when an excess of water and fines is brought to the top by working the surface while bleed water is present, which later dusts under traffic.
Modulus of rupture Concrete Manual (2015 IBC / ACI 318-14), Chapter 3 — Section 3.4 (Flexural Strength)
A measure of the flexural strength of concrete determined by testing a small beam, usually 6 by 6 inches in cross section, in bending with a concentrated load applied at each of the third points.
Sawn lumber grade mark (wall framing) IRC 2018 Section R602.1.1
Load-supporting sawn lumber must bear the grade mark of an accredited lumber grading or inspection agency and have design values certified by an accreditation body complying with DOC PS 20.
Wood structural panel sheathing IRC 2018 Section R602.1.8
Wall sheathing that shall conform to DOC PS 1, DOC PS 2 or, when manufactured in Canada, CSA O325 or CSA O437, and be identified for grade, bond classification and performance category.

Formulas to Know

Lot grading fall away from foundation wallsGrade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall.
Maximum footing bottom slope before steppingBottom 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.
Stud notching and boring limits (wood walls)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.
Cripple wall bracing length adjustmentRequired 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.
Allowable deflection limits (Table R301.7)Lintels supporting masonry veneer: L/600; floor joists: L/360; rafters with finished ceilings: L/240.
Natural ventilation and glazing area for habitable roomsOpenable area to the outdoors ≥ 4 percent of the floor area being ventilated; aggregate glazing area is a separate minimum of 8 percent.
Substantial improvement threshold (flood hazard area)Value of proposed work ÷ market value of building before damage/improvement ≥ 50 percent = substantial improvement.
Water-cement ratio converted to gallons per bag (worked example)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.
Specimen length-to-diameter effect on indicated compressive strength (worked example)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).
Floor opening header/trimmer doubling ruleWhere 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.