Exam Cheat Sheet · Quick Reference

Denver General Building Contractor (A) Exam (ICC F11, 2015 IBC)

Colorado  ·  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
90
Passing score
70%
Exam time
240 min
Administered by
Pearson Vue
Format
Reference materials allowed

Colorado State Portion 90 questions

Administration General Regulations 14 Q · 15%
AdministrationCode Definitions and TermsPlan ReadingPermits: application requirements, issuance, validity, expiration, and revocationWork exempt from permit requirementsBuilding official authority, duties, and powersRequired inspections sequence and typesCertificate of occupancy requirements and issuanceBoard of appeals: purpose, authority limitations, and qualificationsViolations, stop work orders, and unsafe structure provisionsReferenced codes and applicability of International Codes
Building Planning and Life Safety 23 Q · 25%
Use & Occupancy & Types of ConstructionFire & Smoke Alarms & Fire Protection SystemsOccupancy Needs & Interior EnvironmentExiting & Means of EgressAccessibilityBuilding height and area limits by occupancy and construction typeAllowable area increases for sprinkler systems and building frontageMezzanines and equipment platformsMixed occupancy classifications and separation requirementsOccupant load calculation and posting requirementsMeans of egress illumination and emergency powerExit signs — placement, illumination, and power requirements +1 more
Structural Systems 40 Q · 45%
Footings and FoundationsConcreteFloorsWall Framing and StairsRoof Ceiling Construction Roof AssemblyMasonryStructural loads and load combinations (dead, live, wind, seismic, snow)Deflection limits and serviceability requirementsWood structural panels, sheathing, and fastening schedulesLumber grading, treatment, and minimum standardsWood trusses design requirements and truss submittal packagesConcrete mix design, water-cement ratio, and durability requirements +5 more
Building Envelope 13 Q · 15%
Interior FinishesGlass and GlazingExterior Finishes and Roof CoveringsRoof drainage systems and secondary overflow (scuppers and gutters)Roof assembly fire classification (Class A, B, and C ratings by construction type)Roof covering installation requirements by type (slope, underlayment, fasteners, flashing)Reroofing, roof recover, and roof replacement requirementsExterior wall weather protection and water-resistive barriersVapor retarders in exterior wall assembliesCombustible exterior wall coverings and cladding systems (MCM, EIFS, HPL)Gypsum board and plaster installation limitations and weather protection

Key Distinctions

Mark (Chapter 2 definition)vsLabel / Manufacturer's designation

A 'mark' is an identification applied by the manufacturer giving the manufacturer's name and the function of the product, while a 'label' additionally carries performance characteristics and the identification of an approved agency, and 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'
FacilityvsLot / Structure / Building

'Facility' covers all or any portion of buildings, structures, site improvements, elements and pedestrian or vehicular routes located on a site, whereas 'Lot' is a portion or parcel of land considered as a unit, 'Structure' is that which is built or constructed, and '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'
Fixed seating boothsvsFixed seating without dividing arms

Occupant load of booths is one person for each 24 inches of booth seat length measured at the backrest, while fixed seating without dividing arms is computed at not less than one person for each 18 inches of seating length (IBC 1004.4).

IBC 2015 Chapter 10 — Section 1004.4 Fixed Seating
Incidental use: incinerator roomvsIncidental use: furnace room / refrigerant machinery room

Table 509 requires an incinerator room to have 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
Wood joists or structural floors in crawl spacesvsWood girders in crawl spaces

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)
Combustible framing clearance to flues, chimneys and fireplacesvsCombustible framing clearance to flue openings

Per IBC 2304.5, combustible framing must be not less than 2 inches from flues, chimneys and fireplaces, but 6 inches from flue openings specifically.

IBC 2015 Section 2304.5 (Chapter 23)
Stairway capacity factor 0.3 inch per occupantvsReduced factor 0.2 inch per occupant

IBC 1005.3.1 computes stairway capacity at 0.3 inch per occupant; the reduced 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
Dead-end corridor limit of 20 feetvsDead-end corridor limit of 50 feet

IBC 1020.4 limits dead ends to 20 feet where more than one exit or exit access doorway is required (unsprinklered base limit); Exception 2 permits up to 50 feet in Groups B, E, F, I-1, M, R-1, R-2, R-4, S and U where 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
Accessible means of egress stairway clear width 48 inchesvsGeneral minimum stairway width 44 inches

IBC 1009.3 requires 48 inches clear between handrails for a stairway serving as part of an accessible means of egress (Exception 2 waives it where the building is 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
Type I noncircular handrailvsType II handrail (perimeter greater than 6-1/4 inches)

Noncircular Type I handrails under §1014.3.1 have a perimeter of not less than 4 inches and not greater than 6-1/4 inches, while a handrail with a perimeter greater than 6-1/4 inches is Type II and must provide a graspable finger recess on both sides of the profile.

IBC 2015 Chapter 10 — Section 1014.3.2 Handrail Graspability, Type II
Handrail height 34 to 38 inchesvsHandrail height 30 to 34 inches

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

IBC 2015 Chapter 10 — Section 1014.2 Handrails, Height
General code requirementvsSpecific code requirement

Per 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 cementvsType II cement (and Type III)

Per the Concrete Manual §4.2, Type V sulfate-resistant cement is used for severe sulfate exposure and Type II for moderate 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)
Fire-retardant-treated lumber moisture contentvsFire-retardant-treated wood structural panel moisture content

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

IBC 2015 Section 2303.2

Key Terms

Townhouse (IBC 202) IBC 2015 Chapter 2 — Section 202 Definition of 'Townhouse'
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 open space on at least two sides.
IRC scope exception (IBC 101.2) IBC 2015 Chapter 1 — Section 101.2 Scope
Detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories above grade plane with a separate means of egress, and their accessory structures not more than three stories, may comply with the International Residential Code instead of the building code.
Approved agency inspection report (IBC 104.4) IBC 2015 Chapter 1 — Section 104.4 Inspections
Inspection reports the building official is authorized to accept in lieu of personal inspection; they shall be in writing and be certified by a responsible officer of the approved agency or by the responsible individual.
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.
Work exempt from permit — storage shed (IBC 105.2) IBC 2015 Chapter 1 — Section 105.2 Work Exempt from Permit
Permits are not required for one-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, 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
A certificate the building official is authorized to issue before completion of the entire permitted work where the portion can be occupied safely, with a set 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
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 per ASTM C94, in which case the concrete need not be on the job at the time of inspection.
Group B assembly classification (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 a Group B occupancy.
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 a closed position and the bottom exposed edge of the glazing is less than 60 inches above the walking surface.
Hazardous location — glazing near pools and spas (IBC 2406.4.5) IBC 2015 Chapter 24 — Section 2406.4.5
Glazing in walls, enclosures or fences facing pools, spas, hot tubs and similar wet areas where the bottom exposed edge is less than 60 inches above a standing or walking surface, excepting glazing more than 60 inches measured horizontally in a straight line from the water's edge.
Smokeproof enclosure vestibule (IBC 909.20.1) IBC 2015 Chapter 9 — Section 909.20.1 Access
The vestibule's minimum dimension must 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 measured in the direction of egress travel.
Area of refuge sizing (IBC 1009.6.3) IBC 2015 Chapter 10 — Section 1009.6.3 Areas of Refuge, Size
An area of refuge must provide one 30-inch by 48-inch wheelchair space for each 200 occupants or portion thereof, based on the occupant load of the area of refuge and the areas it serves.
Guards, where required (IBC 1015.2) IBC 2015 Chapter 10 — Section 1015.2 Guards, Where Required
Guards are required along open-sided walking surfaces, including mezzanines, equipment platforms, aisles, stairs, ramps and landings, located more than 30 inches vertically above the floor or grade below at any point within 36 inches horizontally of the open side (42 inches is the guard height under 1015.3).
Means of egress ceiling height (IBC 1003.2) IBC 2015 Chapter 10 — Section 1003.2 General Means of Egress, Ceiling Height
The means of egress must have a ceiling height of not less than 7 feet 6 inches, subject to listed exceptions such as sloped ceilings, protruding objects, 80-inch stair headroom and 80-inch door height.
Alternating tread device as egress (IBC 1011.14) IBC 2015 Chapter 10 — Section 1011.14 Alternating Tread Devices
In Groups F, H and S, an alternating tread device may serve as a means of egress element from a mezzanine not more than 250 square feet in area serving not more than five occupants.
Expansive soil (IBC 1803.5.3) IBC 2015 Chapter 18 — Section 1803.5.3 Expansive Soil
Soil classified as expansive when it meets all four listed provisions, the first being a plasticity index of 15 or greater determined per ASTM D4318 (20 is the expansion index threshold under Item 4).
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)
The weak sand-cement wearing surface of excess water and fines brought to the top by working concrete while bleed water is still present, which 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 applied at each of the third points.
Complete load path (IBC 1604.4) IBC 2015 Section 1604.4
The analysis shall result in a system capable of transferring loads from their point of origin to the load-resisting elements.

Formulas to Know

Stairway egress capacity (nonsprinklered)Required stair width = occupant load served × 0.3 inch/occupant (example: 300 occupants × 0.3 = 90 inches); use 0.2 inch/occupant only where the building, other than Groups H and I-2, is sprinklered throughout AND has an emergency voice/alarm communication system
Occupant load of fixed seatingBooths: 1 person per 24 inches of booth seat length measured at the backrest; fixed seating without dividing arms: not less than 1 person per 18 inches of seating length
Area of refuge sizeOne 30 in. × 48 in. wheelchair space per 200 occupants, or portion thereof, of the occupant load served
Single exit from a mixed-occupancy story containing dwelling units(actual number of dwelling units ÷ 4) + (ratio for the other occupancy) shall not exceed 1
Water-cement ratio converted to gallons per bagW/C (by weight) × 94 lb per bag ÷ 8.33 lb/gal = gallons per bag (example: 0.44 × 94 = 41.4 lb ÷ 8.33 ≈ 5.0 gal/bag)
Lateral sliding resistance on cohesive soils (presumptive)For clay, sandy clay, silty clay, clayey silt, silt and sandy silt: resistance = cohesion × contact area, but shall in no case exceed one-half the dead load
Minimum design wind force, alternate all-heights methodMWFRS force shall be not less than 16 psf × area of the structure projected on a plane normal to the assumed wind direction; components and cladding net pressure not less than 16 psf in either direction normal to the surface
Snow load factor f2 in strength design load combinationsf2 = 0.7 for roof configurations (such as saw tooth) that do not shed snow off the structure; f2 = 0.2 for other roof configurations (f1 = 0.5 for ordinary live loads, 1 for public assembly live loads over 100 psf and parking garages)
Prescriptive span table deflection limitsRafters with ceiling attached: L/Δ = 240; rafters with ceiling not attached: L/Δ = 180; ceiling joists in uninhabitable attics (with or without limited storage): L/Δ = 240; floor joists (30 psf sleeping and 40 psf living live loads): L/Δ = 360
Compressive test specimen length-to-diameter effectTaking the standard 6 × 12 in. cylinder (L/D = 2.0) as 100 percent, a 6-in.-diameter specimen 9 in. long indicates about 104 percent of that strength; correction factors for L/D less than 2.0 are applied for direct comparison (ASTM C39 and C42)