Exam Cheat Sheet · Quick Reference

ICC F12 General Building Contractor (B) Exam (2015 IBC/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 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

MarkvsLabel

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

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

LABELED means a label, seal, symbol or identifying mark of a nationally recognized testing laboratory or inspection agency that maintains periodic inspection of production has been affixed; LISTED means inclusion in a published list, and APPROVED means acceptable to the building official.

IRC 2015 Section R202 (Labeled)
AdditionvsAlteration / Repair

Per IRC R202 an ADDITION is an extension or increase in floor area OR height (so adding a second story is an addition), while 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)
FacilityvsLot / Structure / Building

FACILITY covers all or any portion of buildings, structures, site improvements, elements and pedestrian or vehicular routes on a site; a LOT is a parcel of land considered as a unit, a STRUCTURE is that which is built or constructed, and a BUILDING is any structure used or intended for supporting or sheltering any use or occupancy.

IBC 2015 Chapter 2 — Definitions of 'Facility,' 'Lot,' 'Structure' and 'Building'
Incinerator room (incidental use)vsFurnace room / refrigerant machinery room

IBC Table 509 requires an incinerator room to have BOTH a 2-hour separation AND an automatic sprinkler system, whereas furnace rooms and refrigerant machinery rooms require 1 hour OR sprinklers.

IBC 2015 Chapter 5 — Table 509 Incidental Uses
Dead-end corridor, unsprinkleredvsDead-end corridor, sprinklered Groups B, E, F, I-1, M, R-1, R-2, R-4, S, U

IBC 1020.4 limits dead ends to 20 feet where more than one exit or exit access doorway is required, but Exception 2 permits up to 50 feet in those listed groups when the building is sprinklered throughout per 903.3.1.1 (the Group I-3 Condition 2, 3 or 4 50-foot allowance is a separate exception).

IBC 2015 Chapter 10 — Section 1020.4 Corridors, Dead Ends
Stairway capacity factor 0.3 inch per occupantvsReduced factor 0.2 inch per occupant

IBC 1005.3.1 uses 0.3 inch per occupant generally; 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
Accessible means of egress stairway: 48 inches clear between handrailsvsGeneral minimum stairway width: 44 inches

IBC 1009.3 requires not less than 48 inches clear between handrails for a stairway serving as part of an accessible means of egress (waived by Exception 2 in buildings sprinklered throughout), while 44 inches is only the general minimum stairway width of Section 1011.2 and does not override a larger required capacity.

IBC 2015 Chapter 10 — Section 1009.3 Accessible Means of Egress, Stairways
Fixed seating without dividing armsvsSeating booths

IBC 1004.4 computes occupant load at not less than one person per 18 inches of seating length where fixed seating has no dividing arms, but one person per 24 inches of booth seat length measured at the backrest for booths.

IBC 2015 Chapter 10 — Section 1004.4 Fixed Seating
Crawl space wood joists / structural floorsvsCrawl space wood girders

Per 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)
Fire-retardant-treated lumbervsFire-retardant-treated wood structural panels

Before use, fire-retardant-treated wood must be dried to a moisture content of 19 percent or less for lumber and 15 percent or less for wood structural panels.

IBC 2015 Section 2303.2
Guard openings on open side of stairs (4-3/8-inch sphere)vsGeneral guard opening limit (4-inch sphere) and riser/tread/bottom-rail triangle (6-inch sphere)

IRC R312.1.3 Exception 2 permits guards on the open side of stairs to reject only a 4-3/8-inch sphere, while the general guard limit is a 4-inch sphere and the triangular opening formed by riser, tread and bottom rail is limited to a 6-inch sphere.

IRC 2015 Section R312.1.3
Handrail height 34 to 38 inchesvsAlternating tread devices and ships ladders 30 to 34 inches

IBC 1014.2 requires uniform handrail height above stair tread nosings of not less than 34 inches and not more than 38 inches; the 30-to-34-inch range applies only to alternating tread devices and ships ladders.

IBC 2015 Chapter 10 — Section 1014.2 Handrails, Height
Type V cementvsType II cement

Per Concrete Manual Section 4.2, Type V sulfate-resistant cement should be used for severe sulfate exposures and Type II for 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)
General code requirementvsSpecific code requirement

Per IBC 102.1, where a general requirement conflicts with a specific requirement addressing 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

Key Terms

Mark (IBC Chapter 2) IBC 2015 Chapter 2 — Definitions of 'Mark,' 'Label' and 'Manufacturer's Designation'
An identification applied on a product by the manufacturer indicating the name of the manufacturer and the function of the product or material.
Labeled (IRC R202) IRC 2015 Section R202 (Labeled)
Equipment, materials or products to which a label, seal, symbol or other identifying mark of a nationally recognized testing laboratory or inspection agency that maintains periodic inspection of production has been affixed.
Facility (IBC Chapter 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.
Addition (IRC R202) IRC 2015 Section R202 (Addition)
An extension or increase in floor area or height of a building or structure.
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 exemptions of R105.2, not the definition).
Complete load path (IBC 1604.4) IBC 2015 Section 1604.4
A system resulting from the structural analysis that is capable of transferring loads from their point of origin to the load-resisting elements.
Serviceability / deflection limit requirement (IBC 1604.3) IBC 2015 Section 1604.3
Structural systems and members thereof must be designed to have adequate stiffness to limit deflections (limits in Table 1604.3) and lateral drift (see ASCE 7 Section 12.12.1 for drift limits applicable to earthquake loading).
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.
Sawn lumber grading (IBC 2303.1.1) IBC 2015 Section 2303.1.1
Sawn lumber used for load-supporting purposes must be identified by the grade mark of a lumber grading or inspection agency approved by an accreditation body complying with DOC PS 20 or equivalent, with grading practices and identification per rules of an agency approved under DOC PS 20 procedures.
Exterior-type wood structural panel (IBC 2303.1.5) IBC 2015 Section 2303.1.5
Wood structural panels permanently exposed in outdoor applications must be of exterior type (manufactured with exterior glue), except that roof sheathing exposed to the outdoors on the underside is permitted to be Exposure 1 type.
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.
Preservative-treated wood moisture limit (IBC 2303.1.9.2) IBC 2015 Section 2303.1.9.2
Where used in enclosed locations where drying in service cannot readily occur, preservative-treated wood must be at a moisture content of 19 percent or less before being covered with insulation, interior wall finish, floor covering or other materials.
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 where 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 panel (IBC 2406.4.3) IBC 2015 Chapter 24 — Section 2406.4.3
Glazing is a hazardous location where all four conditions are met, the first being an exposed area of the individual pane greater than 9 square feet, with 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.
Glass in handrails and guards (IBC 2407.1) IBC 2015 Section 2407.1
Must be laminated glass constructed of fully tempered or heat-strengthened glass with a minimum nominal thickness of 1/4 inch.
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 wearing surface produced when tools are used on fresh concrete while bleed water is present, bringing an excess of water and fines to the top so the surface later dusts under traffic.
Modulus of rupture (Concrete Manual 3.4) 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 customarily applied at each of the third points.
Expansive soil criterion (IRC R403.1.8.1) IRC 2015 Section R403.1.8.1
One of the four provisions defining expansive soil is a Plasticity Index of 15 or greater determined in accordance with ASTM D 4318 (an Expansion Index greater than 20 is a separate criterion).
Temporary certificate of occupancy (IBC 111.3) IBC 2015 Chapter 1 — Section 111.3 Temporary Occupancy
A certificate the building official is authorized to issue before completion of the entire permitted work where the portion involved can be occupied safely, with a set time period of validity.
Permit expiration (IBC 105.5) IBC 2015 Chapter 1 — Section 105.5 Expiration
A permit becomes invalid unless work on the site 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.

Formulas to Know

Minimum natural light and ventilation openings for habitable rooms (IRC R303.1)Aggregate glazing area not less than 8% of floor area; openable area for natural ventilation not less than 4% of floor area. Example: 300 sq ft x 0.08 = 24 sq ft glazing (and 12 sq ft openable).
Minimum stairway egress capacity (IBC 1005.3.1)Width = occupant load x 0.3 inch per occupant (x 0.2 inch per occupant only where the building, other than Groups H and I-2, is sprinklered throughout AND has an emergency voice/alarm communication system). Example: 300 occupants x 0.3 = 90 inches.
Occupant load of fixed seating (IBC 1004.4)Fixed 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.
Single-exit check for a story of mixed occupancy containing dwelling units (IBC 1006.3.2.1)(actual number of dwelling units / 4) + (ratio for the other occupancy) shall not exceed one.
Cripple wall bracing length (IRC R602.10.11)Required bracing length = tabulated length required for the wall above x 1.15 (any adjustment for omitting gypsum wall board on the inside face is taken in addition to this 1.15 increase).
Water-cement ratio converted to gallons per bag (Concrete Manual 1.4)W/C by weight x 94 lb per bag / 8.33 lb per gallon = gallons per bag. Manual example: 0.44 x 94 = 41.4 lb / 8.33 = approximately 5.0 gal per bag.
Effect of specimen length on indicated compressive strength (Concrete Manual 3.3)Taking the standard 6 x 12-inch cylinder (L/D = 2.0) as 100 percent, a 6-inch-diameter specimen 9 inches long indicates approximately 104 percent; correction factors for L/D less than 2.0 are applied for direct comparison (ASTM C39 and C42).
Deflection bases of prescriptive span tables (IBC 2308.7.2)Rafters with ceiling attached: L/240. Rafters with ceiling not attached: L/180. Floor joists: L/360.
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 (example: a 4-foot separation on Type II construction falls under the 10 percent limit).
Draftstopping of floor-ceiling concealed spaces in dwellings (IRC R302.12)In combustible construction with usable space both above and below the concealed space, install draftstops so the concealed space area does not exceed 1,000 square feet, divided into approximately equal areas.