Exam Cheat Sheet · Quick Reference

Illinois Commercial and Industrial Roofing Contractor

Illinois  ·  Continental Testing Services

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
90 min
Administered by
Continental Testing Services
Format
Closed-book

Illinois State Portion 80 questions

Safety and Employee Protection 15 Q · 19%
OSHA standards applicable to construction (29 CFR 1926, 1910, 1904)OSHA recordkeeping requirements (Forms 300, 300A, and 301)OSHA penalty types and amounts for violationsEmployee rights and anti-retaliation protections under the OSH ActEmergency action plan requirementsSafety Data Sheets (SDS) and Hazard Communication StandardOverhead power line and underground utility safetySubstance abuse policies and drug-free workplace programs
Roofing Preparation and Materials 10 Q · 12%
Roof deck types and substrate requirements (steel, concrete, wood panels, wood planks)Underlayment materials and selection by roof system type (asphalt felt, synthetic, polymer-modified bitumen, self-adhering)Rigid board insulation types, R-values, and thermal resistance calculationsSteep-slope roofing materials (asphalt shingles, clay/concrete tile, slate, wood shakes/shingles, metal shingles)Low-slope membrane systems (built-up, polymer-modified bitumen, single-ply EPDM/thermoplastic, liquid-applied)Spray polyurethane foam (SPF) roofing systems and protective surfacingsMetal panel roof systems and metal material types/coatingsVapor retarders, air retarders, and condensation control in roof assemblies
Steep-Slope Roofing Systems 15 Q · 19%
Asphalt shingle types, materials, and standards (organic, fiberglass, laminated, three-tab)Minimum slope requirements and application methods for each steep-slope system typeUnderlayment selection and installation for steep-slope systemsFlashing types and installation details (valley, step, counter, chimney, drip edge)Clay, concrete, and slate tile materials, profiles, and physical propertiesWood shake and wood shingle grades, species, and treatment optionsMetal shingle materials, coatings, and corrosion resistanceReroofing evaluation, re-cover versus tear-off criteria, and building code compliance (IBC/IRC)
Low-Slope Roofing Systems 10 Q · 12%
Built-up roof membrane types, components, and application methodsSingle-ply membrane systems (EPDM, TPO, PVC) — attachment methods and material propertiesPolymer-modified bitumen membranes (APP and SBS) — installation methods and configurationsSpray polyurethane foam roof systems — application, protective surfacings, and substrate requirementsRigid board insulation types, R-values, multilayer installation, and cover boardsRoof deck types and requirements for low-slope membrane systemsAir and vapor retarders — purpose, placement, and condensation controlMembrane roof surfacings — aggregate, ballast, coatings, and solar reflectance propertiesWaterproofing vs. dampproofing: positive-side, negative-side and blind-side systems, hydrostatic pressure (62.4 lb/ft^2 per foot of head) and drainage designBelow-grade waterproofing membranes: built-up and hot-fluid-applied bitumen, polymer-modified bitumen and self-adhering sheets, EPDM/PVC/butyl sheets, fluid-applied elastomerics, minimum thicknesses and substrate temperature limitsBentonite, crystalline, cementitious and composite (hydrophilic/thermoplastic, grout-injected) waterproofing systems and their application limitsWaterproofing accessories, protection courses, drainage geocomposites and waterstops; plaza deck and traffic-coating assemblies +1 more
Rules, Regulations and Business Practices 15 Q · 19%
Illinois Roofing Industry Licensing Act requirements (license types, application, qualifying party)Surety bond and liability insurance requirements for Illinois roofing contractorsLicense display, advertising, contracts, and building permit obligationsGrounds for disciplinary action, penalties, and enforcement proceduresLicense renewal, restoration, inactive status, and qualifying party successionBusiness entity structures and their liability, taxation, and management characteristicsContract management essentials (contract types, provisions, change orders, dispute resolution)Financial management, payroll, taxes, and employee management requirements
Non-Residential Roofing Systems 15 Q · 19%
Built-up roof (BUR) membrane types and componentsSingle-ply membrane systems (EPDM, TPO, PVC) — attachment methods and configurationsPolymer-modified bitumen (APP and SBS) membrane systemsSpray polyurethane foam (SPF) roof systems — application, protective surfacings, and configurationsArchitectural and structural metal panel roof systems — types, profiles, seam types, and slope requirementsRigid board roof insulation types, thermal resistance (R-value), and multilayer installation requirementsRoof deck types and requirements for membrane and metal panel systemsAir and vapor retarders in low-slope roof assemblies

Key Distinctions

ArbitrationvsMediation

Arbitration uses a third-party arbitrator acting as a judge whose arbitral award is legally binding on all parties, while in mediation the mediator only facilitates discussion and the parties set the terms.

NASCLA Contractors Guide (14th ed.), Chapter 7 — Arbitration
Collaborative lawvsMediation/arbitration

Collaborative law has no neutral mediator or arbitrator—the parties negotiate through their own advocates (usually lawyers) and are expected to settle without further ADR or litigation.

NASCLA Contractors Guide (14th ed.), Chapter 7 — Collaborative Law
Positive method (roof measurement)vsNegative method (roof measurement)

The positive method divides an irregular roof into rectangles and adds their areas; the negative method extends roof lines into one large rectangle and subtracts the non-roof areas—both give identical results.

Roofing Construction and Estimating, Chapter 1, Pages 7-8
Nailable deckvsNonnailable deck

A nonnailable deck (example: structural concrete) is one where mechanical fasteners are not used to attach roof system components—so a four-ply cold-applied BUR on it requires primer, ply sheet and adhesive—while nailable decks (wood panels, wood planks, cementitious wood fiber panels, lightweight insulating concrete) use mechanical attachment; steel deck is a separate category used only for temporary roof configurations.

NRCA Roofing Manual: Membrane Roof Systems (2023), Chapter 1—Roof Assembly Configurations, Substrate Type definitions
Channel (pan) flashingvsStep flashing

Channel (pan) flashing, used with S-tile, pan-and-cover and most interlocking tile, extends under the roof covering along the length of the wall, while step flashing is used with plain (flat) tile and is interwoven between each course.

NRCA Architectural Metal Flashing, Chapter 3, Section 3.7 Sidewall Flashing
Fiberglass asphalt shinglesvsOrganic asphalt shingles

Fiberglass shingles have a fiberglass base mat saturated and covered with flexible asphalt and surfaced with mineral granules; organic shingles use a cellulose-fiber base mat.

NRCA Roofing Manual: Architectural Metal Flashing Condensation and Air Leakage Control, and Reroofing, Appendix 6—Climatic Design Information (glossary, "asphalt shingle")
Critical path method (CPM)vsCalendar and bar chart (Gantt) scheduling

CPM graphically shows the interdependent relationships of tasks; calendar and bar chart methods do not show interdependencies (their shared weakness), though calendar scheduling's advantage is linking tasks to specific dates such as deliveries, payment schedules and vacations.

NASCLA Contractors Guide (14th ed.), Chapter 8 — Critical Path Method section
Free float timevsTotal float time

Free float is the time an activity can be delayed without impacting the early start of the next activity; total float is leeway without delaying the overall project completion date (contingency time is a separate buffer between tasks for unforeseen delays).

NASCLA Contractors Guide (14th ed.), Chapter 8 — Float Time section
Lump-sum contractvsCost-plus contract

In a lump-sum contract the contractor takes essentially all the risk for a predetermined price (bearing unforeseen costs but keeping savings); in cost-plus the contractor is reimbursed actual labor and material costs plus a percentage or fixed-fee markup, with payments based on actual costs and reconciliation once actual costs are known.

NASCLA Contractors Guide (14th ed.), Chapter 7 — Lump-Sum Contract
AddendavsModifications / change orders

Addenda are changes to contract documents made before the contract is awarded; modifications are changes after the contract is signed and executed, and change orders are written owner-contractor agreements changing an executed contract.

NASCLA Contractors Guide (14th ed.), Chapter 7 — Making Changes to the Contract
Design/buildvsTurnkey

In design/build the owner contracts with one company that assembles the design and construction team to take the project from design through completed construction; turnkey adds expanded responsibilities—the contractor also obtains financing and land.

NASCLA Contractors Guide (14th ed.), Chapter 7 — Design/Build
OSHA construction noise permissible exposure limit (29 CFR 1926.52, Table D-2)vsGeneral industry hearing conservation action level (29 CFR 1910.95)

The construction standard sets a permissible exposure of 90 dBA as an eight-hour TWA; above it, feasible engineering or administrative controls must be used, with hearing protection where controls do not reduce exposure enough. 85 dBA is the hearing conservation action level under the general industry standard, not the construction action level.

NRCA Safety Manual (3rd ed.), Chapter 17—Hearing Conservation
Lead action level (29 CFR 1926.62)vsLead PEL

The action level is 30 micrograms per cubic meter of air as an eight-hour TWA (triggering obligations such as biological monitoring/blood sampling); the PEL is a separate, higher threshold of 50 µg/m³.

NRCA Safety Manual (3rd ed.), Chapter 10—Exposures, 29 CFR 1926.62 (action level definition)
ACRM 'repair' jobvsACRM 'removal' job

A repair involves removal or disturbance of in-place ACRM no greater than can be contained in one standard-sized (60- by 60-inch) waste bag; larger amounts are classified as removals, triggering additional regulatory requirements.

NRCA Safety Manual (3rd ed.), Chapter 1—Asbestos-containing Roofing Material, Table 1, Regulated Roofing Operations
Chemical grout crack injectionvsAcrylamide gel chemical grout injection

Chemical grout crack injection seals cracks and voids within the concrete, while acrylamide gel injection creates a dense, water-impermeable mass in the earth opposite the leaking crack (best against earth; not satisfactory on plaza decks where the gel can dry and shrink).

The NRCA Waterproofing Manual (2nd ed.), Section 2.8.3—Acrylamide Gel Chemical Grout Injection

Key Terms

Qualifying party (Illinois roofing) 225 ILCS 335/4.5(a); 68 Ill. Adm. Code 1460.11(c)
The named individual for a licensed roofing contractor, who may serve for only one additional licensee of the same license type if there is a common ownership or management interest of at least 25% in each licensed entity, or if the person qualifies one entity and its licensed subsidiary.
First-offense violation of the Illinois Roofing Industry Licensing Act 225 ILCS 335/9.8
A Class A misdemeanor; a second or subsequent offense is elevated to a Class 4 felony.
Standard threshold shift NRCA Safety Manual (3rd ed.), Chapter 10—Exposures, 29 CFR 1904
Under 29 CFR 1904 recordkeeping rules, a change in a worker's hearing threshold averaging 10 decibels across frequency ranges, which must be recorded as a hearing loss.
Disturbance (of in-place ACRM) NRCA Safety Manual (3rd ed.), Chapter 1—Asbestos-containing Roofing Material, Table 1, disturbance definition
Under OSHA asbestos regulations, activities that disrupt the matrix of, crumble or pulverize, or generate visible debris from ACRM; sampling for asbestos content is specifically listed as an operation not subject to the standards.
OSHA Form 301 NASCLA Contractors Guide (14th ed.), Chapter 11 — OSHA Recordkeeping section
The individual incident report giving added detail about each specific recordable injury or illness; an insurance or workers' compensation form providing the same level of detail may be substituted for it.
Half-mask air-purifying respirator (lead) 29 CFR 1926.62; NRCA Safety Manual Ch. 10
Under 29 CFR 1926.62, the required respiratory protection for exposures presumed or calculated to be at or below 10 times the lead PEL (a full-facepiece SCBA applies at or below 50 times the PEL).
Perm NRCA Roofing Manual: Architectural Metal Flashing Condensation and Air Leakage Control, and Reroofing, Appendix 6—Climatic Design Information
A unit of vapor transmission equal to 1 grain (about 0.07 grams) of water vapor per square foot per hour per inch of mercury vapor pressure difference across the barrier; the lower the perm rating, the better the vapor barrier.
Equiviscous temperature (EVT) NRCA Roofing Manual: Membrane Roofing Systems, Chapter 5—Roof Membranes
The temperature at which a bitumen attains 125 centipoise—the optimum temperature and viscosity for application; roofing bitumen should be applied within 25°F of the EVT.
Tension precision leveling NRCA Roofing Manual: Metal Panel and SPF Roof Systems (2024), Pages 95-96 (Chapter 4, Section 4.4—Oil Canning)
A mechanical operation in which coil metal is stretched beyond its yield point to provide a level surface less prone to oil canning; NRCA suggests specifying it and performing it after secondary coil operations such as slitting of a master coil.
Minimum steel roof deck gauge of concern (reroofing) NRCA Roofing Manual: Membrane Roof Systems (2023), Page 289
NRCA expresses concern about structural capacity and potential fastener-holding power of existing steel roof decks lighter than 22 gauge (0.028 inches thick).
Water-based single-ply adhesive temperature limit NRCA Roofing Manual: Membrane Roof Systems (2023), Chapter 5, Page 230
NRCA suggests limiting use to periods when ambient temperature is at a minimum of 50 F and increasing during application and for the next 48 hours, because nighttime radiative cooling can drop roof surface temperature below air temperature during curing.
Drain sump (low-slope membrane roof) NRCA Roofing Manual: Membrane Roof Systems (2023), Chapter 10, Pages 324-326
A recessed area at the drain whose dimensions NRCA recommends be not less than the drain bowl diameter plus 24 inches (a 12-inch bowl yields a 36-by-36-inch minimum sump).
Workweek (FLSA) NASCLA 14th Edition, Chapter 10 - Employee Management, Fair Labor Standards Act (FLSA)
A fixed period of 168 hours during seven consecutive 24-hour periods, which may start on any day and hour set by the employer; each workweek stands alone for minimum wage and overtime and may not be averaged with other workweeks.
Retainage NASCLA Contractors Guide (14th ed.), Chapter 7 — Retainage
A percentage (generally 10 percent) withheld from each progress payment, which may be reduced after substantial completion (for example dropping to 5 percent after 75 percent completion).
Required elements of a binding contract NASCLA Contractors Guide (14th ed.), Chapter 7 — Required Contract Elements
Offer and acceptance, consideration, competent parties, and legal purpose—notarized signatures are not required.
CSI MasterFormat NASCLA Contractors Guide (14th ed.), Pages 6-3 and 6-8
A Construction Specifications Institute classification system of numbers and job tasks grouped by major construction activities; using the same classifications on estimates and job cost records makes comparing estimated to actual costs easier.
Allowance factor Roofing Construction & Estimating, Page 1-10 (Chapter 1)
The gross material area including waste, lapping and starter courses divided by the net roof area (18 squares ÷ 15 squares = 1.20, a 20 percent allowance).

Formulas to Know

Net (actual) roof area in squares from plan areaNet roof area = roof plan area × roof-slope factor; ÷ 100 = squares. Ex: (36 × 24) × 1.414 = 1,222 sq ft = 12.22 squares; (34 × 26) × 1.158 = 1,024 sq ft = 10.24 squares. Take off separately any area whose slope differs (porch: 24 × 12 = 288 × 1.054 = 304 sq ft).
Actual rafter / hip length from runActual length = run × roof-slope factor (common rafter: 14 × 1.202 = 16.83 lin ft; porch rafter at full 10 ft run: 10 × 1.054 = 10.54 ≈ 10.5 lin ft; hips: 4 × (15 × 1.601) + 2 × (12 × 1.601) = 134.5 lin ft). For a conventionally framed hip roof, hip rafter PLAN length = 1.414 × run (1.414 × 14 = 19.80 ft).
Roof slope in rise per 12 inches of runSlope = (total rise ÷ total run) × 12. Ex: 7'6" = 7.5 ft; (7.5 ÷ 15) × 12 = 6, i.e. 6 in 12. Rise from span and pitch: rise = (span ÷ 2) × (rise/12); 63 ÷ 2 = 31.50 × (8/12) = 21.00 ft.
Valley length where roofs of unequal slope intersectActual valley length = run of the LOW-sloping roof × valley length factor. Ex: 24 ft × 1.247 = 29.93 lin ft.
Negative-method roof areaTotal roof area = extended rectangle − exterior (non-roof) areas. Ex: (80 × 50) = 4,000 − [(20 × 15) + (10 × 15) = 450] = 3,550 sq ft.
Perimeter lengths for drip edge / starter courseHip roof (eaves all four sides, no rakes): perimeter = 2 × (L + W); ex. 2 × (36 + 24) = 120 lin ft; 2 × (48 + 20) = 136 lin ft. Gable roof: drip edge = eaves (2 × L) + rakes (4 × rake run × slope factor); ex. 68 + 4 × (13 × 1.158) = 128.2 lin ft; 76 + 4 × (11 × 1.118) = 125.2 lin ft.
Linear-run items at a given exposure (cap units, step flashing)Pieces = linear feet × 12 ÷ exposure in inches, rounded up; apply any waste factor once, then round up. Hip/ridge cap at 5 in: (54 ridge + 124.9 hips = 178.9 ft) × 12 ÷ 5 = 429.3 → 430 units (valleys are flashed, not capped). Step flashing at 5 in with 10% waste: 85 × 12 = 1,020 ÷ 5 = 204 pieces × 1.10 = 224.4 → 225 pieces. Sectional material with 10% waste: 90 ft ÷ 10 ft = 9 sections × 1.10 = 9.9 → 10 sections.
Shingle bundles and felt rolls with waste3-tab bundles = squares × 1.10 × 3 bundles/square, rounded up (29.40 × 1.10 × 3 = 97.0 → 98; 27.45 × 1.10 × 3 = 90.6 → 91; 19.10 × 1.10 × 3 = 63.0 → 64). 15-lb felt rolls = squares × 1.05 ÷ 4 squares per roll, rounded up (13.57 × 1.05 = 14.25 ÷ 4 = 3.56 → 4 rolls).
Labor unit price per squareDaily crew cost ÷ daily crew production. Ex: 8 hr × ($25 + $10) = $280 ÷ 6.37 squares = $43.96 per square.
Bid price after adding overhead (overhead is a % of revenue)Bid = direct costs ÷ (direct costs as a decimal % of total revenue). With 9% project + 11% company overhead, direct costs = 80% of revenue: $100,000 ÷ 0.80 = $125,000 (adding 20% to direct costs would be wrong).
Percentage of completion cumulative earningsCosts incurred ÷ total estimated costs = % complete; % complete × contract amount = cumulative earnings. Ex: $300,000 ÷ $1,000,000 = 30%; 30% × $1,500,000 = $450,000.
Liquidated damages and gutter sizing rulesLiquidated damages = daily rate × number of late days with no excused delay ($400 × 30 = $12,000; an owner suing for liquidated damages cannot also sue for actual damages). Gutter cross-section (trade rule: 1 sq in per 100 sq ft of roof at 1 in/hr) = roof sq ft × rainfall in/hr ÷ 100; 5,000 × 6 ÷ 100 = 300 sq in.