Exam Cheat Sheet · Quick Reference

Kansas General Building Contractor (B) Exam (ICC KGB, 2018 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 14 Q · 18%
Regulations and Job PlanningCode Definitions and TermsPermit application requirements and proceduresWork exempt from permit requirementsBuilding official duties, powers, and authorityRequired inspections and inspection sequenceCertificate of occupancy issuance and requirementsStop work orders and violation enforcementBoard of appeals process and limitationsPermit validity, expiration, and suspension
Building Planning and Life Safety 19 Q · 24%
Use & Occupancy & Types of ConstructionFire & Smoke Alarms & Fire Protection SystemsOccupancy Needs & Interior EnvironmentExiting & Means of EgressAccessibilityBuilding height and area limitations by occupancy and construction typeAllowable story counts and sprinkler system increasesFire-resistance ratings for building elements and exterior wallsMezzanine area limitations and openness requirementsOccupant load calculation and posting requirementsMeans of egress sizing, capacity factors, and minimum widthsEgress doors — swing, hardware, locking, and special door requirements +1 more
Structural Systems 37 Q · 46%
Footings and FoundationsConcreteFloorsWall Framing and StairsRoof Ceiling Construction Roof AssemblyMasonryStructural loads and load combinations (dead, live, wind, snow, seismic)Wall bracing methods and braced wall panel requirementsWood structural design methods (ASD, LRFD, conventional light-frame construction)Wood truss design, fabrication, and installation requirementsLumber grading, species, and engineered wood product standardsGeotechnical investigations and soil classification +5 more
Building Envelope 10 Q · 12%
Interior FinishesGlass and GlazingExterior Finishes and Roof CoveringsWater-resistive barriers and vapor retarders in exterior wallsFlashing requirements and locations (walls and roofs)Roof covering types, slope requirements, and minimum installation standardsUnderlayment types, application, and attachment requirementsRoof drainage, scuppers, and secondary overflow systemsFire classification of roof assemblies and exterior wall coveringsRooftop structures (penthouses, cooling towers, mechanical screens)Gypsum board and plaster materials, installation, and limitations

Key Distinctions

Dwelling unitvsSleeping unit

A dwelling unit has permanent provisions for living, sleeping, eating, cooking and sanitation, while a sleeping unit may have provisions for living, eating and either sanitation or kitchen facilities, but not both.

IBC 2018 Chapter 2 (Definitions), 'Dwelling Unit' and 'Sleeping Unit'
Wood shakes minimum roof slope (4:12)vsWood shingles (3:12) and clay/concrete tile (2½:12)

Wood shakes shall only be used on slopes of not less than 4:12, which is steeper than the minimum slope allowed for wood shingles (3:12) or clay/concrete tile (2½:12).

IBC 2018 Section 1507.9.2
Coal-tar built-up roof (design slope not less than ⅛:12)vsStandard (non-coal-tar) built-up roof (minimum ¼:12)

Coal-tar built-up roofs may be designed at a minimum ⅛ unit vertical in 12 (1-percent) slope, while standard built-up roofs require a minimum ¼:12 slope.

IBC 2018 Section 1507.10.1
MarkvsLabel / Manufacturer's designation

A mark gives only the manufacturer's name and the product's function; a label additionally carries performance characteristics and the name/identification of an approved agency, and a manufacturer's designation indicates compliance with a specified standard or set of rules.

IBC 2018 Chapter 2 (Definitions), 'Mark'
Approved sourcevsApproved agency

An approved source is an independent person, firm or corporation approved by the building official who is competent and experienced in applying engineering principles to materials, methods or systems analyses, while an approved agency is one regularly engaged in conducting tests, furnishing inspection services or product certification.

IBC 2018 Chapter 2 (Definitions), 'Approved Source'
LabeledvsListed / Approved (IRC Chapter 2)

Labeled means an identifying mark of a nationally recognized testing laboratory or approved agency that maintains periodic inspection of production is affixed; listed means inclusion in a published list; approved means acceptable to the building official.

IRC 2018 Chapter 2 — Definitions (Labeled, Listed, Approved)
Occupant load of seating booths (one person per 24 inches of booth seat length at the backrest)vsOccupant load of fixed seating without dividing arms (not less than one person per 18 inches of seating length)

Booth seating is computed at 24 inches per person measured at the backrest, while fixed seating without dividing arms is computed at 18 inches per person.

IBC 2018 Page 259
NFPA 13 sprinklered building — Sa cap of threevsNFPA 13R sprinklered building (Section 903.3.1.2) — Sa cap of four

In the multistory allowable-area equation the actual number of stories above grade plane (Sa) shall not exceed three, except that the limit is four for buildings sprinklered under Section 903.3.1.2 (NFPA 13R), which itself is permitted only in Group R up to four stories and 60 feet above grade plane.

IBC 2018 Section 506.2.3
Class I vapor retarder (perm ≤ 0.1)vsClass II (> 0.1 up to 1.0) and Class III (> 1.0 up to 10.0)

Class I vapor retarders, such as sheet polyethylene and nonperforated aluminum foil, have a perm rating less than or equal to 0.1; Class II is greater than 0.1 up to 1.0 and Class III is greater than 1.0 up to 10.0.

IBC 2018 Section 1404.3.3
Interior finish Class B (flame spread index 26–75)vsClass A (0–25) and Class C (76–200)

Tested per ASTM E84 or UL 723, Class A is flame spread 0–25, Class B is 26–75 and Class C is 76–200, each with a smoke-developed index of 0–450; there is no class above 200.

IBC 2018 Chapter 8 — Section 803.1.2
Class B roof assembly (effective against moderate fire-test exposure)vsClass A (severe) and Class C (light)

Roof assembly classes are graded by fire-test exposure: Class A severe, Class B moderate, Class C light.

IBC 2018 Section 1505.3
Ramp/ramped aisle on an accessible route — 36 inches minimum clear width between handrailsvsStairway serving as accessible means of egress (48 inches) and general corridor/exit passageway width (44 inches)

The 36-inch clear width between handrails applies to accessible-route ramps, the 48-inch dimension applies to stairways serving as an accessible means of egress, and 44 inches is a general corridor/exit passageway width.

IBC 2018 Page 283
Type V cement (severe sulfate exposure)vsType II (moderate sulfate exposure) and Type III (high-early-strength, not sulfate resisting)

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 a high-early-strength cement, not a sulfate-resisting one.

Concrete Manual (2015 IBC / ACI 318-14), Chapter 4 — Section 4.2 (Deficiencies of the Concrete Itself)
Rafter/ceiling joist bearing directly on masonry or concrete (not less than 3 inches of bearing)vsBearing on a 2-inch minimum nominal sill plate (minimum nominal bearing area of 48 square inches)

Direct bearing on masonry or concrete requires not less than 3 inches of bearing, whereas a 2-inch nominal sill plate under the member must provide a minimum nominal bearing area of 48 square inches.

IRC 2018 Section R802.6
Volumetric air-content methodvsGravimetric method and Chace meter

The volumetric meter determines air content from the change in water column height after agitation, requires no knowledge of batch materials or properties and can be used on lightweight concrete, while the gravimetric method requires specific gravities and batch proportions and the Chace meter is only an approximation.

Concrete Manual (2015 IBC / ACI 318-14), Chapter 2 — Section 2.8 (Air Content)

Key Terms

Dwelling unit IBC 2018 Chapter 2 (Definitions), 'Dwelling Unit' and 'Sleeping Unit'
A unit providing complete, independent living facilities including permanent provisions for living, sleeping, eating, cooking and sanitation.
Townhouse (IBC definition) IBC 2018 Chapter 2 (Definitions), 'Townhouse'
A single-family dwelling unit constructed in a group of three or more attached units in which each unit extends from the foundation to roof and with open space on at least two sides; the definition sets no maximum number of units and no fire-wall rating.
Townhouse scope under the IRC (Section R101.2) IRC 2018 Section R101.2
The IRC applies to 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 above grade plane.
Existing building IBC 2018 Chapter 2 (Definitions), 'Existing Building'
A building erected prior to the date of adoption of the appropriate code, or one for which a legal building permit has been issued.
Change of occupancy IBC 2018 Chapter 2 (Definitions), 'Change of Occupancy'
A change of occupancy classification, a change from one group to another group within an occupancy classification, or any change in use within a group for which there is a change in application of code requirements (an increase in floor area is an addition, and a change of ownership alone is not a change of occupancy).
Mark IBC 2018 Chapter 2 (Definitions), 'Mark'
An identification applied by the manufacturer indicating the name of the manufacturer and the function of a product or material.
Approved source IBC 2018 Chapter 2 (Definitions), 'Approved Source'
An independent person, firm or corporation, approved by the building official, competent and experienced in the application of engineering principles to materials, methods or systems analyses.
Labeled (IRC) 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.
Public way IBC 2018 Section 202 (Definitions)
A street, alley or other parcel of land open to the outside air leading to a street that has been deeded, dedicated or otherwise permanently appropriated to the public for public use and has a clear width and height of not less than 10 feet.
Substantial improvement (flood hazard area, IRC R105.3.1.1) IRC 2018 Section R105.3.1.1
Work 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.
Report of inspection by an approved agency (IBC 104.4) IBC 2018 Chapter 1 (Scope and Administration), Section 104.4
An inspection report the building official may accept in lieu of personally inspecting, which must be in writing and certified by a responsible officer of the approved agency or by the responsible individual.
Smokeproof enclosure vestibule (IBC 909.20.1) IBC 2018 Page 249
A ventilated vestibule whose dimension shall be not less than the required width of the corridor leading to it, but in no case less than 44 inches wide and not less than 72 inches long in the direction of egress travel.
Second-hand masonry units (IBC 2103.1.1) IBC 2018 Chapter 21, Section 2103.1.1
Salvaged masonry units that shall not be reused unless they conform to the requirements for new units, and are whole, sound, free from defects with old mortar cleaned off.
Heavy timber solid wood interior partition (IBC 2304.11.2.2) IBC 2018 Section 2304.11.2.2
Interior walls and partitions of heavy timber construction formed of not less than two layers of 1-inch matched boards, laminated construction not less than 4 inches thick, or 1-hour fire-resistance-rated construction.
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 created when tools are used on fresh concrete while bleed water is present, bringing excess water and fines to the top so the surface later dusts under traffic.
Modulus of rupture 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 as a simple beam with a concentrated load applied at each of the third points.
Minimum specified compressive strength for structural concrete Concrete Manual (2015 IBC / ACI 318-14), Chapter 3 — Section 3.2 (Strength Level Required)
ACI 318 (Section 19.2.1.1) sets 2,500 psi as the minimum specified compressive strength for structural concrete; mixes below 2,000 psi are used only for nonstructural concrete fill.
Presumptive vertical foundation pressure, Class 5 soils (IBC Table 1806.2) IBC 2018 Table 1806.2, Chapter 18
Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH, CH) have a presumptive vertical foundation pressure of 1,500 psf.

Formulas to Know

Water-cement ratio converted to gallons of water per bag of cement (worked example)W/C 0.44 lb water per lb cement × 94 lb/bag = 41.4 lb water; 41.4 ÷ 8.33 lb/gal ≈ 5.0 gallons per bag (manual's example: W/C = 0.44 = 5 gal/bag)
Frontage area increaseIf = [F/P – 0.25] W/30; qualifies only where not less than 25 percent of the building perimeter is on a public way or open space
Stories used in multistory allowable-area equationSa = actual number of stories above grade plane, not to exceed three (not to exceed four where sprinklered per Section 903.3.1.2, NFPA 13R); no individual story may exceed the area determined using Sa = 1
Cripple wall bracing lengthUse the same method and tabulated bracing length as the wall above × 1.15; any gypsum-board-omission adjustment is taken in addition to the 1.15 increase
Vertical reinforcement for masonry chimneys (seismic reinforcement, Seismic Design Category C or D)In structures assigned to Seismic Design Category C or D (no seismic reinforcement required in SDC A or B): chimneys up to 40 inches wide require four No. 4 continuous vertical bars anchored in the foundation, placed in concrete between wythes of solid masonry or in grouted cells of hollow unit masonry; add two No. 4 bars for each additional 40 inches of width or fraction thereof
Effect of specimen length-to-diameter ratio on indicated compressive strength (worked example)Standard 6 × 12-inch cylinder (L/D = 2.0) = 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
Slump change with concrete temperatureSlump decreases roughly 1/2 to 1 inch for each 10°F rise in concrete temperature
Fill compactionCompact all fill material to not less than 90 percent of maximum dry density per ASTM D1557 (Modified Proctor), in lifts not exceeding 12 inches in depth
Occupant load of fixed seatingFixed seating without dividing arms: not less than one person per 18 inches of seating length; seating booths: one person per 24 inches of booth seat length measured at the backrest
Partition live load allowance in office and similar buildingsWhere partition locations are subject to change and the specified live load is less than 80 psf, provide a uniformly distributed partition live load of not less than 15 psf (0.72 kN/m²); not required where the specified live load is 80 psf or greater