Exam Cheat Sheet · Quick Reference
ICC F25 Journeyman Plumber Exam (2015 IPC)
National · Pearson Vue
National State Portion 70 questions
Key Distinctions
An air break is a piping arrangement in which a drain discharges indirectly into another fixture, receptacle or interceptor at a point below the flood level rim but above the trap seal, while an air gap requires unobstructed vertical separation through free atmosphere between the waste pipe outlet and the flood level rim.
IPC 2015 Section 202 (Air Break; Air Gap)Devices and equipment such as process tanks, filters, drips and boilers discharging nonpotable water may discharge through an indirect waste pipe by air break or air gap, whereas potable clear-water waste, swimming pool waste and food-handling equipment all require an air gap.
IPC 2015 Section 802.1.5Pollution is an impairment of potable water quality that creates no public health hazard but adversely and unreasonably affects aesthetic qualities for domestic use; contamination is an impairment that creates an actual hazard to public health through poisoning or spread of disease.
IPC 2015 Section 202 (Pollution)A horizontal pipe or fitting makes an angle of less than 45 degrees with a horizontal plane (so a 40-degree run is horizontal), while a vertical pipe makes an angle of 45 degrees or more with the horizontal.
IPC 2015 Section 202 (Horizontal Pipe)A stack vent is the extension of a soil or waste stack above the highest horizontal drain connected to that stack, while a vent stack is a vertical vent pipe installed primarily to provide air circulation to and from the drainage system.
IPC 2015 Section 202 (Stack Vent)A yoke vent connects upward from a soil or waste stack to a vent stack to prevent pressure changes in the stacks; a relief vent's primary function is circulation of air between drainage and vent systems, and a branch vent connects individual vents to a vent stack or stack vent.
IPC 2015 Section 202 (Yoke Vent)The building drain is the lowest piping receiving discharge from soil, waste and other drainage pipes inside the building and extends 30 inches in developed length beyond the exterior walls; beyond that 30-inch point the piping is the building sewer.
IPC 2015 Section 202 (Building Drain)Plastic drainage and vent piping shall not be tested with air and is tested by water with no section less than a 10-foot head held not less than 15 minutes (the 5 psi air test applies only to nonplastic DWV piping), whereas the water supply system is tested at water pressure not less than the working pressure or, for piping other than plastic, by air at not less than 50 psi held not less than 15 minutes.
IPC 2015 Sections 312.2 and 312.3A forced (pumped) building sewer is tested by plugging the end at the public sewer connection and applying 5 psi greater than the pump rating for 15 minutes, while the gravity sewer test uses a 10-foot head.
IPC 2015 Section 312.7Essentially nontoxic transfer fluids have a Gosselin rating of 1 (propylene glycol, mineral oil, polydimethylsiloxane, certain refrigerants, FDA-approved boiler water additives); essentially toxic transfer fluids have a Gosselin rating of 2 or more (ethylene glycol, hydrocarbon oils, ammonia refrigerants).
IPC 2015 Section 202 (Essentially Nontoxic Transfer Fluid)A plumbing appurtenance (e.g., a water-distribution manifold) is an adjunct to the piping system that demands no additional water supply and adds no discharge load, while a plumbing appliance depends on energized components (whirlpool bathtub, water heater) and a plumbing fixture receives water or discharges waste.
IPC 2015 Section 202 (Plumbing Appurtenance)'Private' applies to fixtures in residences and apartments and in nonpublic toilet rooms of hotels and motels and similar installations intended for use by a family or individual; fixtures in general toilet rooms of schools, office buildings and public comfort stations are 'Public or public utilization.'
IPC 2015 Section 202 (Private; Public or Public Utilization)An application is abandoned 180 days after filing unless pursued in good faith, but the code official may grant one or more extensions of not more than 180 days each on written request with justifiable cause; an issued permit, by contrast, may be extended only once.
IPC 2015 Section 106.3.3An annual permit may be issued in lieu of individual permits for each alteration to an already approved system, equipment or appliance installation to any person, firm or corporation regularly employing one or more qualified tradespersons on the premises, and the permit holder must keep a detailed record of alterations accessible to the code official.
IPC 2015 Section 106.1.1Key Terms
Formulas to Know
Distance = 10 × diameter of the drainage stack; example: 4-inch stack → 10 × 4 = 40 inches maximum downstreamdfu = gpm × 2 (1 gpm of flow equals two fixture units); examples: 12 gpm × 2 = 24 dfu; 15 gpm × 2 = 30 dfuCapacity (gallons) = peak drain flow (gpm) × 30 minutes retention; examples: 40 gpm × 30 = 1,200 gallons; 25 gpm × 30 = 750 gallonsPer Table 1003.3.4.1 footnote a, for total flow-through ratings greater than 100 gpm, pounds of grease retention = flow-through rating × 2; example: 150 gpm × 2 = 300 poundsCapacity = 6 cubic feet for the first 100 sq ft drained + 1 cubic foot for each additional 100 sq ft; examples: 1,000 sq ft → 6 + (9 × 1) = 15 cu ft; 500 sq ft → 6 + (4 × 1) = 10 cu ftSizing area = projected roof area + one-half of the vertical wall area; example: 4,000 sq ft roof + (2,400 ÷ 2 = 1,200) = 5,200 sq ft for conductors, leaders and horizontal storm drainsVent diameter ≥ one-half the required diameter of the drain served (3-inch drain → 1 1/2-inch vent); where developed length exceeds 40 feet, increase one nominal pipe size for the entire developed length (1 1/2 in → 2 in at 46 ft)Future-fixture vent rough-in ≥ one-half the diameter of the rough-in drain served (3-inch drain → 1 1/2-inch vent, identified as a vent); a common branch vent is sized on the common horizontal drainage branch required for the total dfu vented, then taken at one-half that required drain sizeFall = length (ft) × minimum slope; minimum slopes: 1/4 in per ft for 2 1/2 in and smaller, 1/8 in per ft for 3 in through 6 in, 1/16 in per ft for 8 in and larger; examples: 36 ft of 4-inch × 1/8 = 4 1/2 in; 100 ft of 8-inch × 1/16 = 6 1/4 inLavatories = usable rim space ÷ 20 inches (100 in ÷ 20 = 5 lavatories); urinal partitions extend from the wall at each side not less than 18 inches, or to not less than 6 inches beyond the outermost front lip measured from the finished backwall surface, whichever is greater (14 in + 6 in = 20 in)