Exam Cheat Sheet · Quick Reference
Illinois Commercial and Industrial Roofing Contractor
Illinois · Continental Testing Services
Illinois State Portion 80 questions
Key Distinctions
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 — ArbitrationCollaborative 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 LawThe 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 7-8A 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 definitionsChannel (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 FlashingFiberglass 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")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 sectionFree 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 sectionIn 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 ContractAddenda 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 ContractIn 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/BuildThe 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 ConservationThe 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)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 OperationsChemical 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 InjectionKey Terms
Formulas to Know
Net 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 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).Slope = (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.Actual valley length = run of the LOW-sloping roof × valley length factor. Ex: 24 ft × 1.247 = 29.93 lin ft.Total roof area = extended rectangle − exterior (non-roof) areas. Ex: (80 × 50) = 4,000 − [(20 × 15) + (10 × 15) = 450] = 3,550 sq ft.Hip 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.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.3-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).Daily crew cost ÷ daily crew production. Ex: 8 hr × ($25 + $10) = $280 ÷ 6.37 squares = $43.96 per square.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).Costs 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 = 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.