Exam Cheat Sheet · Quick Reference

Kansas Building Contractor (B) Exam (ICC 551, 2015 IBC/IRC)

Kansas  ·  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
75%
Exam time
240 min
Administered by
Pearson Vue
Format
Reference materials allowed

Kansas State Portion 80 questions

Permits and General Regulations 17 Q · 21%
Regulations and Job PlanningCode Definitions and TermsPermit application requirements and proceduresWork exempt from permit requirementsInspections and required inspection typesCertificate of occupancy requirements and issuanceBuilding official authority and enforcement powersStop work orders and violation penaltiesBoard of appeals process and limitationsPermit validity, expiration, and revocation
Building Planning and Life Safety 24 Q · 30%
Use & Occupancy & Types of ConstructionFire & Smoke Alarms & Fire Protection SystemsExiting & Means of EgressAccessibilityBuilding Heights, Number of Stories, and Area Limitations by Occupancy and Construction TypeFire-Resistant Construction and Separation Requirements (IRC)Occupant Load Calculation and Posting RequirementsEgress Illumination and Emergency Power for Means of EgressMeans of Egress Door Hardware, Locking, and Operating RequirementsStandpipe System Requirements and ClassificationsPortable Fire Extinguisher RequirementsInterior Environment: Ventilation, Light, Room Dimensions, and Ceiling Heights
Structural Systems 33 Q · 41%
Footings and FoundationsConcreteFloorsWall Framing and StairsRoof Ceiling Construction Roof AssemblyMasonryStructural load types and load combinations (dead, live, wind, seismic, snow)Wall bracing methods and braced wall panel requirementsWood member grading, lumber species, and engineered wood productsStructural design requirements and deflection limitsReinforcing steel types, grades, and placementDampproofing, waterproofing, and drainage of foundation systems +5 more
Building Envelope 6 Q · 8%
Interior FinishesGlass and GlazingExterior Finishes and Roof CoveringsRoof drainage systems and secondary overflow protectionRoof fire classification requirements by construction typeWeather protection and flashing installation requirementsVapor retarders and water-resistive barriers for exterior wallsExterior wall cladding materials and attachment requirementsReroofing and roof recover restrictionsGypsum board and plaster installation for wall and ceiling assemblies

Key Distinctions

Mark (2015 IBC Ch. 2)vsLabel (2015 IBC Ch. 2)

A mark is an identification applied by the manufacturer showing the manufacturer's name and the function of the product, while a label additionally carries performance characteristics and the identification of an approved agency (a manufacturer's designation indicates compliance with a specified standard or set of rules).

IBC 2015 Chapter 2 — Definitions of 'Mark,' 'Label' and 'Manufacturer's Designation'
Labeled (2015 IRC R202)vsListed / Approved (2015 IRC R202)

Labeled means a label, seal, symbol or mark of a nationally recognized testing laboratory or inspection 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 2015 Section R202 (Labeled)
Addition (2015 IRC R202)vsAlteration / Repair (2015 IRC R202)

An addition is an extension or increase in floor area OR height of a building (so a new second story is an addition), whereas an alteration is construction other than repair or addition and a repair is renewal of part of a building for maintenance or to correct damage.

IRC 2015 Section R202 (Addition)
Fixed seating booths (IBC 1004.4)vsFixed seating without dividing arms (IBC 1004.4)

Booth occupant load is one person per 24 inches of booth seat length measured at the backrest, while fixed seating without dividing arms is computed at not less than one person per 18 inches of seating length.

IBC 2015 Chapter 10 — Section 1004.4 Fixed Seating
Incinerator room (IBC Table 509)vsFurnace room / refrigerant machinery room (IBC Table 509)

An incinerator room requires both a 2-hour separation AND an automatic sprinkler system, while furnace rooms and refrigerant machinery rooms require 1 hour OR sprinklers.

IBC 2015 Chapter 5 — Table 509 Incidental Uses
Fire-retardant-treated lumber (IBC 2303.2.8)vsFire-retardant-treated wood structural panels (IBC 2303.2.8)

Lumber must be dried to a moisture content of 19 percent or less before use, while wood structural panels must be dried to 15 percent or less.

IBC 2015 Section 2303.2
Crawl-space wood joists/structural floors (IBC 2304.12.1.1)vsCrawl-space wood girders (IBC 2304.12.1.1)

Joists or structural floors closer than 18 inches to exposed ground must be naturally durable or preservative-treated, while for girders the threshold is closer than 12 inches.

IBC 2015 Section 2304.12.1.1 (Chapter 23)
Rafter span tables, ceiling attached to rafters (IBC 2308.7.2)vsRafter span tables, ceiling not attached (IBC 2308.7.2)

Tables for a ceiling attached to the rafters are based on a deflection limit of L/240, while tables for a ceiling not attached are based on L/180 (floor joist span tables use L/360).

IBC 2015 Chapter 23 — Section 2308.7.2 and Tables 2308.7.2(1) through 2308.7.2(6)
Dead-end corridor, unsprinklered (IBC 1020.4)vsDead-end corridor, sprinklered (IBC 1020.4 Exception 2)

The base limit is 20 feet where more than one exit or exit access doorway is required, but up to 50 feet is permitted in Groups B, E, F, I-1, M, R-1, R-2, R-4, S and U where the building is sprinklered throughout per Section 903.3.1.1.

IBC 2015 Chapter 10 — Section 1020.4 Corridors, Dead Ends
Stairway capacity factor 0.3 inch per occupant (IBC 1005.3.1)vsReduced factor 0.2 inch per occupant (IBC 1005.3.1)

Stairway capacity is 0.3 inch per occupant generally, while the 0.2-inch factor applies only to buildings (other than Groups H and I-2) equipped throughout with an automatic sprinkler system AND an emergency voice/alarm communication system.

IBC 2015 Chapter 10 — Section 1005.3.1 Stairways
General guard opening limit (IRC R312.1.3)vsGuard on open side of stairs (IRC R312.1.3 Exception 2)

The general guard limit blocks passage of a 4-inch sphere, while guards on the open side of stairs may have openings that do not allow passage of a 4-3/8-inch sphere and the triangular opening at riser, tread and bottom rail is limited to a 6-inch sphere.

IRC 2015 Section R312.1.3
General code requirement (IBC 102.1)vsSpecific code requirement (IBC 102.1)

Where a general requirement conflicts with a specific requirement for the same condition, the specific requirement governs; the 'most restrictive governs' rule applies instead where different sections specify different materials, methods of construction or other requirements for the same case.

IBC 2015 Chapter 1 — Section 102.1 General
Type V cement (Concrete Manual 4.2)vsType II cement (Concrete Manual 4.2)

Type V sulfate-resistant cement is used for severe sulfate exposure while Type II is used for moderate sulfate exposure (Type III is a high-early-strength cement, not sulfate-resisting).

Concrete Manual (2015 IBC / ACI 318-14), Chapter 4 — Section 4.2 (Deficiencies of the Concrete Itself)
Accessible means of egress stairway width (IBC 1009.3)vsGeneral minimum stairway width (IBC 1011.2)

A stairway serving as part of an accessible means of egress needs not less than 48 inches clear between handrails (Exception 2 waives this in buildings sprinklered throughout), while 44 inches is only the general minimum stairway width.

IBC 2015 Chapter 10 — Section 1009.3 Accessible Means of Egress, Stairways

Key Terms

Accessory structure (IRC R202) IRC 2015 Section R202 (Accessory Structure)
A structure that is accessory to and incidental to the dwelling(s) and that is located on the same lot (the 200-square-foot and one-story conditions belong to the permit exemption of R105.2, not the definition).
Facility (IBC Ch. 2) IBC 2015 Chapter 2 — Definitions of 'Facility,' 'Lot,' 'Structure' and 'Building'
All or any portion of buildings, structures, site improvements, elements and pedestrian or vehicular routes located on a site, as distinguished from a Lot (a parcel of land considered as a unit), a Structure (that which is built or constructed) and a Building (any structure used or intended for supporting or sheltering any use or occupancy).
IRC scope exception (IBC 101.2) IBC 2015 Chapter 1 — Section 101.2 Scope
Detached one- and two-family dwellings and townhouses not more than three stories above grade plane with a separate means of egress, and their accessory structures not more than three stories, shall comply with the International Residential Code.
Small assembly space (IBC 303.1.1) IBC 2015 Chapter 3 — Section 303.1.1 Small Buildings and Tenant Spaces
A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as Group B (the 100-person figure applies to accessory religious educational rooms and auditoriums under 303.1.4).
Permit expiration (IBC 105.5) IBC 2015 Chapter 1 — Section 105.5 Expiration
A permit becomes invalid unless work is commenced within 180 days after issuance or if work is suspended or abandoned for 180 days after commencement; the building official may grant written extensions of not more than 180 days each for justifiable cause.
Permit-exempt storage shed (IBC 105.2, Building item 1) IBC 2015 Chapter 1 — Section 105.2 Work Exempt from Permit
One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses are exempt from permit provided the floor area is not greater than 120 square feet.
Temporary certificate of occupancy (IBC 111.3) IBC 2015 Chapter 1 — Section 111.3 Temporary Occupancy
The building official is authorized to issue it before completion of the entire permitted work, provided the portion can be occupied safely, and shall set a time period during which it is valid.
Footing and foundation inspection (IBC 110.3.1) IBC 2015 Chapter 1 — Section 110.3.1 Footing and Foundation Inspection
Made after excavations are complete, reinforcing steel is in place and forms are set, with foundation materials on the job — except where concrete is ready mixed in accordance with ASTM C94, in which case it need not be on the job at inspection.
Hazardous location — glazing adjacent to a door (IBC 2406.4.2) IBC 2015 Section 2406.4.2
Glazing in an individual fixed or operable panel is a hazardous location when its nearest vertical edge is within a 24-inch arc of either vertical edge of the door in the closed position and the bottom exposed edge of the glazing is less than 60 inches above the walking surface.
Hazardous location — large window pane (IBC 2406.4.3) IBC 2015 Chapter 24 — Section 2406.4.3
Glazing in an individual fixed panel is hazardous when all four conditions are met, including an exposed area of the individual pane greater 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 of the plane of the glazing.
Decorative glazing exception (IBC 2406.4.1, Exception 2) IBC 2015 Section 2406.4.1
Although glazing in all fixed and operable panels of swinging, sliding and bifold doors is a hazardous location requiring safety glazing, decorative glazing is specifically exempted.
Complete load path (IBC 1604.4) IBC 2015 Section 1604.4
The structural analysis shall result in a system that provides a complete load path capable of transferring loads from their point of origin to the load-resisting elements.
End-jointed lumber (IBC 2303.1.1.2) IBC 2015 Section 2303.1.1.2
Approved end-jointed lumber is permitted to be used interchangeably with solid-sawn members of the same species and grade, and when used in a fire-resistance-rated assembly must bear the 'Heat Resistant Adhesive' or 'HRA' designation.
Exterior type wood structural panel (IBC 2303.1.5) IBC 2015 Section 2303.1.5
Wood structural panels permanently exposed in outdoor applications shall be of exterior type; the only exception is roof sheathing exposed to the outdoors on the underside, which is permitted to be Exposure 1 type (roof sheathing must be made with exterior glue).
Preservative-treated wood quality mark (IBC 2303.1.9.1) IBC 2015 Section 2303.1.9.1
The quality mark must include, among other items, the type of preservative used and the minimum preservative retention in pcf.
Laitance (Concrete Manual 17.1, 17.2) Concrete Manual (2015 IBC / ACI 318-14), Pages 342 and 348 (Chapter 17, Sections 17.1 and 17.2)
A weak sand-cement layer of excess water and fines brought to the surface by using tools on fresh concrete while bleed water is present, which later dusts under traffic (distinct from efflorescence, crazing and scaling).
Modulus of rupture (Concrete Manual 3.4) Concrete Manual (2015 IBC / ACI 318-14), Chapter 3 — Section 3.4 (Flexural Strength)
A measure of flexural strength determined by testing a small beam, usually 6 by 6 inches in cross section, in bending, customarily as a simple beam with a concentrated load applied at each of the third points.
Expansive soil criterion (IRC R403.1.8.1) IRC 2015 Section R403.1.8.1
A Plasticity Index of 15 or greater, determined in accordance with ASTM D 4318, is one of the four provisions defining expansive soil (an Expansion Index greater than 20 is a separate criterion).
Draftstopping, floor-ceiling assemblies (IRC R302.12) IRC 2015 Section R302.12
In combustible construction with usable space both above and below the concealed space of a floor-ceiling assembly, draftstops shall be installed so the concealed space area does not exceed 1,000 square feet, divided into approximately equal areas.

Formulas to Know

Minimum natural light and ventilation for habitable rooms (IRC R303.1)Glazing area ≥ 8% of floor area; openable area for natural ventilation ≥ 4% of floor area. Example: 300 sq ft × 0.08 = 24 sq ft glazing; × 0.04 = 12 sq ft openable.
Required stairway egress capacity (IBC 1005.3.1)Width = occupant load × 0.3 inch per occupant (0.2 inch per occupant only where sprinklered throughout plus emergency voice/alarm, other than Groups H and I-2). Example: 300 occupants × 0.3 = 90 inches.
Occupant load of fixed seating (IBC 1004.4)Seating without dividing arms: not less than 1 person per 18 inches of seating length; booths: 1 person per 24 inches of booth seat length measured at the backrest.
Single-exit check for a story with dwelling units plus another occupancy (IBC 1006.3.2.1)(actual number of dwelling units ÷ 4) + (ratio for the other occupancy) shall not exceed 1.
Cripple wall bracing length (IRC R602.10.11)Required bracing length = tabulated length for the wall above × 1.15, using the same bracing method; any adjustment for omitting gypsum wall board on the inside face is taken in addition to the 1.15 increase.
Water-cement ratio converted to gallons per bag (Concrete Manual 1.4)Water (lb) = W/C × 94 lb per bag; gallons = water (lb) ÷ 8.33 lb/gal. Example: 0.44 × 94 = 41.4 lb ÷ 8.33 ≈ 5 gallons per bag.
Combustible exterior wall covering limit at close fire separation distance (IBC 1406.2.1)On Type I, II, III and IV construction, combustible exterior wall coverings shall not exceed 10 percent of the exterior wall surface area where the fire separation distance is 5 feet or less (e.g., a 4-foot separation triggers the 10 percent limit).
Test cylinder strength vs. specimen length/diameter (Concrete Manual 3.3)Taking the standard 6 × 12-inch cylinder (L/D = 2.0) as 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 comparison (ASTM C39, C42).
Overturning check for projecting masonry/molded cornices (IBC 2104.1.2)Unless structural support and anchorage resist the overturning moment, the center of gravity of the projecting cornice must lie within the middle one-third of the supporting wall.
Grout fill as a firestop alternative in concrete/masonry (IRC R302.4.1, Exception 1)Permitted for steel, ferrous or copper pipes, tubes or conduits where nominal diameter of the penetrating item is not more than 6 inches and the opening area does not exceed 144 square inches.