Exam Cheat Sheet · Quick Reference
Oklahoma Residential Contractor Plumbing and Natural Gas
Oklahoma · PSI Services Contractor
Oklahoma State Portion 85 questions
Key Distinctions
A soil stack conveys sewage containing fecal material, while a waste pipe conveys only liquid sewage that does not contain fecal material.
IRC 2024 Chapter 2The atmospheric vacuum breaker's critical level must be set not less than 6 inches above the highest downstream piping and the fixture flood level rim, whereas a pressure vacuum breaker assembly requires not less than 12 inches.
IRC 2024 Section P2902.3.2In the standard position rise = offset and setback = 1.414 × offset; in the alternate position rise = 1.414 × offset and setback = offset (diagonal = 2 × offset in both).
Mathematics for Plumbers and Pipefitters (8th ed.), Chapter 2 — Combination OffsetsEqual spacing makes c-c lengths equal, but e-e lengths differ when fitting types differ (e.g., 90° ell vs. 45° ell) because fitting allowances differ; e-e is always c-c minus the total fitting allowance.
Mathematics for Plumbers and Pipefitters (8th ed.), Chapter 1 — Equal SpacingThreaded allowance is center-to-face minus thread-in (extra calculation steps for thread-in), while copper and PVC allowance 'G' is center-to-face minus the depth of the solder/close-tolerance cup.
Mathematics for Plumbers and Pipefitters (8th ed.), Page 44For parallel vertical pipes the distance between them is called the rise; for parallel horizontal pipes that same dimension is called the run ('set' is a shortened form of 'offset').
Mathematics for Plumbers and Pipefitters (8th ed.), Chapter 2 — Offset, Diagonal, Rise, and RunPiping 3 inches or more requires a uniform slope of not less than ⅛ unit vertical in 12 horizontal (1 percent), while piping 2½ inches and less requires not less than ¼ unit vertical in 12 horizontal (2 percent).
IRC 2024 Section P3005.3One cubic foot = 1,728 cubic inches (12×12×12) and tells how much a container holds, while one square foot = 144 square inches (12×12) and describes the size of a surface to be covered; linear measure is only distance.
Mathematics for Plumbers and Pipefitters (8th ed.), Unit 1 (Section 1, Review of Basic Fundamentals, Cubic or Volume Measure)A wet vent vents one or more fixtures while also carrying the discharge of another fixture (classic single bathroom group), whereas circuit vents serve batteries of fixtures and combination waste-and-vent is a different, more restricted system.
A vacuum breaker prevents backsiphonage by admitting atmospheric pressure through ports on the discharge side, unlike a backwater valve (prevents backflow of sewage), a pressure-relief valve (relieves excess pressure), or an air admittance valve (admits air into the drainage system).
IRC 2024 Section R202The fuel-piping system is all piping, tubing, valves and fittings connecting fuel utilization equipment to the point of fuel delivery, while the flue collar and vent connector belong to the venting system, not the fuel-piping system.
IRC 2024 Section R202An individual water supply is a supply other than an approved public water supply that serves one or more families; the definition exists specifically to distinguish it from a public supply.
IRC 2024 Chapter 2Most pipe is measured to the centerline, but sewers and house drains show elevations measured to the invert (inside bottom) of the pipe.
Mathematics for Plumbers and Pipefitters (8th ed.), Chapter 2 — Elevation in a Plan View Pipe DiagramA T and P valve is a combination relief valve designed to function as both a temperature-relief and a pressure-relief valve, while each standalone valve addresses only one condition.
IRC 2024 Section R202Key Terms
Formulas to Know
Static pressure = vertical height of water above the point × 0.433 psi/ft (e.g., 46 ft × 0.433 = 19.9 ≈ 20 psi; 60 ft × 0.433 ≈ 26 psi). Pressure difference between two fixtures uses only the elevation difference between them, not tank height (38 ft − 6 ft = 32 ft; 32 × 0.433 ≈ 13.9 psi).Height = pressure ÷ 0.433 psi/ft (20 ÷ 0.433 = 46.2 ft; 30 ÷ 0.433 = 69.3 ft) — divide, do not multiply.Fall = grade (in/ft) × run (ft); 12 in = 1.00 ft. Examples: ¼ in/ft × 18 ft = 4½ in; ⅛ in/ft × 32 ft = 4 in; 48 ft × ¼ in/ft = 12 in = 1.00 ft. Downstream invert = upstream invert − total fall (100.00 − 1.00 = 99.00 ft; 101.00 − 0.92 = 100.08 ft). Rising up-grade: ⅛ in ≈ 0.01 ft, so 0.01 × 25 ft = 0.25 ft added (91.55 + 0.25 = 91.80 ft).Percent slope = (rise in inches per foot ÷ 12 in per foot) × 100; ¼ in/ft = (0.25 ÷ 12) × 100 = 2.08%.Threaded: e-e = c-c − (takeoff/center-to-face × number of fittings) + (thread engagement × number of ends) = c-c − total fitting allowance. Examples: 10 − [2(1⅛) − 2(½)] = 8¾ in; 42 − (2 × 2¼) + (2 × ½) = 38½ in; 36 − (2 × 2) + (2 × ½) = 33.00 in; thread engagement adds ½ in per end = 1 in for two ends. Copper/PVC: allowance G = center-to-face − depth of cup; sweat fittings deduct ½ in per fitting end (24 − 1 = 23 in; 18 − 1 = 17 in).V = π r² h with r = diameter ÷ 2 (18 in dia., 30 in tall: 3.14 × 9² × 30 ≈ 7,630 in³; 4 ft dia., 6 ft tall: π × 2² × 6 = 75.4 ft³; half-full = use half the height). Gallons = cubic feet × 7.5 (80 ft³ × 7.5 = 600 gal) or × 7.48 (37.7 ft³ × 7.48 = 282 gal; 100 ft of 2-in ID pipe: π × (1/12)² × 100 = 2.18 ft³ × 7.48 = 16.3 gal).45° offset: travel (diagonal) = set × 1.414 and run = set × 1.000 (9 in × 1.414 = 12.73 in; 20 in × 1.414 = 28.28 ≈ 28¼ in; run = 20 in). 22½° offset: travel = set × 2.613 (10 × 2.613 = 26.13 ≈ 26⅛ in; 20 × 2.613 = 52.26 ≈ 52¼ in). 60° fittings: travel = offset × 1.155.True offset = √(set² + roll²) = √(12² + 9²) = √225 = 15.0 in (3-4-5 family); then travel = true offset × fitting constant (45°: 15.0 × 1.414 = 21.2 in; 60°: 15.0 × 1.155 = 17.3 in). Same Pythagorean rule finds a hypotenuse: √(15² + 20²) = 25 ft.Vent size = ½ the diameter of the fixture drain served, but never less than 1¼ in; if the vent's developed length exceeds 40 ft, increase one nominal size for its entire length. Examples: 1½ in drain → 0.75 → 1¼ in (1½ in if over 40 ft); 2 in drain → 1 in → 1¼ in (1½ in if over 40 ft); 3 in drain → 1½ in.Allowable friction rate = (available pressure ÷ total equivalent length of the longest run, including fittings) × 100 = (22 psi ÷ 250 ft) × 100 = 8.8 psi per 100 ft.