Exam Cheat Sheet · Quick Reference
Denver General Building Contractor (A) Exam (ICC F11, 2015 IBC)
Colorado · Pearson Vue
Colorado State Portion 90 questions
Key Distinctions
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''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'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 SeatingTable 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 UsesPer 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)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)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 StairwaysIBC 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 EndsIBC 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, StairwaysNoncircular 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 IIIBC 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, HeightPer 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 GeneralPer 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)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 2303.2Key Terms
Formulas to Know
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 systemBooths: 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 lengthOne 30 in. × 48 in. wheelchair space per 200 occupants, or portion thereof, of the occupant load served(actual number of dwelling units ÷ 4) + (ratio for the other occupancy) shall not exceed 1W/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)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 loadMWFRS 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 surfacef2 = 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)Rafters 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 = 360Taking 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)