Exam Cheat Sheet · Quick Reference

ICC F25 Journeyman Plumber Exam (2015 IPC)

National  ·  Pearson Vue

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
70
Passing score
70%
Exam time
180 min
Administered by
Pearson Vue
Format
Reference materials allowed

National State Portion 70 questions

Administration General Regulations 28 Q · 40%
General Installation RequirementsCode Definitions and TermsPlan ReadingTestingMaterialsPermits and Permit ApplicationsInspections and Inspection ProceduresCode Official Authority and DutiesViolations, Stop Work Orders, and PenaltiesMeans of Appeal and Board of AppealsProtection of Pipes and Plumbing System ComponentsTrenching, Excavation, and Backfill Requirements +4 more
Plumbing Fixtures 12 Q · 17%
Water HeatersWater Closets and UrinalsSpecialty FixturesBathtubs, Showers, Sinks, and LavatoriesMinimum number of required plumbing fixtures by occupancy typeFixture installation requirements (clearances, spacing, and alignment)Faucets and fixture fittings (approvals, flow rates, and temperature limits)Flushing devices for water closets and urinalsFixture materials and quality standardsAccessible plumbing fixture requirementsWater heater safety devices (T&P relief valves, vacuum relief, and discharge piping)Water heater installation requirements (location, access, and clearances) +1 more
Water Supply and Distribution 10 Q · 14%
Service Distribution and PipingWater Supply and PressureProtection of Potable Water SupplyPipe Materials, Fittings, and Joining MethodsFixture Supply Pipe Sizing and Flow RequirementsValve Requirements and PlacementHot Water Supply System RequirementsWater Pressure Booster Systems and Storage TanksDisinfection of Potable Water SystemsIndividual Water Supply Systems and Well ConstructionWater Supply and Distribution
Sanitary Drainage 9 Q · 13%
Building Sanitary DrainageSumps and EjectorsIndirect and Special Waste SystemsDrainage pipe materials and applicable standards (above-ground, underground, and building sewer)Drainage piping installation requirements (slope, change in size, stack connections)Pipe joints and connection methods by material typeDrainage fixture unit values and system sizingCleanout requirements (location, spacing, size, and access)Backwater valves (installation, materials, and location requirements)Fittings for changes in direction and prohibited joints/connectionsStack offsets in multi-story buildingsSanitary Drainage
Plumbing Vent Requirements 5 Q · 7%
Vent Connections and GradesVent TerminalsVent Pipe Sizing and Developed LengthTypes of Venting Methods (Individual, Common, Wet, Circuit, Combination Waste and Vent)Air Admittance ValvesTrap Seal Protection and Maximum Distance of Fixture Trap from VentVent Stack and Stack Vent RequirementsRelief Vents for Multi-Story StacksOutdoor Vent Extensions and Vent Stack at Base Connections
Traps, Interceptors, and Separators 5 Q · 7%
Installation of TrapsInterceptors and SeparatorsProhibited trap typesTrap seal requirements and protection methodsFixture trap sizing and design requirementsGrease interceptor sizing and capacity requirementsOil separator design and application requirementsVenting, access, and maintenance of interceptors and separators
Storm Drainage 1 Q · 1%
Storm DrainageSizing of vertical conductors, leaders, and horizontal storm drains using rainfall rate tablesPrimary and secondary (emergency overflow) roof drains and scuppersApproved materials for inside conductors, underground storm drain pipe, and building storm sewer pipeSubsoil drains and building subdrains — pipe types, minimum size, and discharge requirementsSump pits and pumping systems — dimensions, materials, and piping requirementsStorm drain traps — when required, sizing, and cleanout provisionsControlled flow roof drain systems — minimum number of drains and control device requirementsProhibited connections and general installation rules for storm drainage systems

Key Distinctions

Air break (drainage system)vsAir gap (drainage)

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)
Discharges permitted through an air breakvsDischarges requiring an 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 802.1.5
PollutionvsContamination

Pollution 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)
Horizontal pipevsVertical pipe

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)
Stack ventvsVent stack

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)
Yoke ventvsRelief vent / branch 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)
Building drainvsBuilding sewer

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)
DWV system test (plastic piping)vsWater supply system test

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 312.3
Forced sewer testvsGravity sewer test

A 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 312.7
Essentially nontoxic transfer fluidvsEssentially toxic transfer fluid

Essentially 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)
Plumbing appurtenancevsPlumbing appliance / plumbing fixture

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 fixturesvsPublic or public utilization fixtures

'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)
Permit application extension (Section 106.3.3)vsIssued permit extension (Section 106.5.4)

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 106.3.3
Annual permitvsIndividual construction permit

An 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 106.1.1

Key Terms

Building drain IPC 2015 Section 202 (Building Drain)
The lowest piping of a drainage system that receives discharge from soil, waste and other drainage pipes inside the building and extends 30 inches in developed length of pipe beyond the exterior walls.
Backpressure, low head IPC 2015 Section 202 (Backpressure, Low Head)
A pressure less than or equal to 4.33 psi (29.88 kPa), or the pressure exerted by a 10-foot column of water.
Gravity grease interceptor IPC 2015 Section 202 (Grease Interceptor, Gravity)
A plumbing appurtenance of not less than 500 gallons (1893 L) capacity installed in the sanitary drainage system, with separation accomplished by gravity during a retention time of not less than 30 minutes.
Branch interval IPC 2015 Section 202 (Branch Interval)
A vertical measurement of distance, 8 feet or more in developed length, between the connections of horizontal branches to a drainage stack, measured down the stack from the highest horizontal branch connection.
Tempered water IPC 2015 Section 202 (Tempered Water)
Water having a temperature range between 85°F (29°C) and 110°F (43°C); water at or above 110°F is hot water.
Critical level (C-L) IPC 2015 Section 202 (Critical Level)
The marked reference level for installing a vacuum breaker; where the critical level marking is not indicated on the device, the bottom of the device constitutes the critical level.
Gray water IPC 2015 Section 202 (Gray Water)
Waste discharged from lavatories, bathtubs, showers, clothes washers and laundry trays; kitchen sink discharge is not included.
Alternate on-site nonpotable water IPC 2015 Section 202 (Alternate On-Site Nonpotable Water)
Nonpotable water from other than public utilities, on-site surface sources and subsurface natural freshwater sources — examples include gray water, on-site reclaimed water, collected rainwater, captured condensate and rejected water from reverse osmosis systems (water from an on-site pond is excluded as an on-site surface source).
Macerating toilet system IPC 2015 Section 202 (Macerating Toilet System)
An assembly consisting of a water closet and sump with a macerating pump designed to collect, grind and pump wastes from the water closet and up to two other fixtures connected to the sump.
Design flood elevation (Zone AO) IPC 2015 Section 202 (Design Flood Elevation)
In areas designated Zone AO, the highest existing grade of the building perimeter plus the depth number specified on the map; where no depth number is specified, the depth number shall be taken as 2 feet (610 mm).
Base flood elevation IPC 2015 Section 202 (Base Flood Elevation)
A reference point, determined in accordance with the building code, based on the depth or peak elevation of flooding including wave height, which has a 1 percent (100-year flood) or greater chance of occurring in any given year.
Trap seal IPC 2015 Section 202 (Trap Seal)
The vertical distance between the weir and the top of the dip of the trap (distinct from 'depth of trap seal,' the depth of liquid that would have to be removed from a full trap before air could pass through).
Spillproof vacuum breaker IPC 2015 Section 202 (Spillproof Vacuum Breaker)
An assembly of one check valve force-loaded closed and an air-inlet vent valve force-loaded open to atmosphere downstream of the check valve, located between and including two tightly closing shutoff valves, with a test cock.
Drainage fixture unit IPC 2015 Section 202 (Drainage Fixture Unit)
A measure of the probable discharge into the drainage system, with a fixture's value depending on its volume rate of drainage discharge, the time duration of a single drainage operation, and the average time between successive operations.
Water service pipe IPC 2015 Section 202 (Water Pipe — Water Service Pipe)
The pipe from the water main or other source of potable water supply, or from the meter when the meter is at the public right of way, to the water distribution system of the building served.
Water pipe, riser IPC 2015 Section 202 (Water Pipe — Riser)
A water supply pipe that extends one full story or more to convey water to branches or to a group of fixtures.
Swimming pool IPC 2015 Section 202 (Swimming Pool)
Any structure, basin, chamber or tank containing an artificial body of water for swimming, diving or recreational bathing having a depth of 2 feet (610 mm) or more at any point.
Plumbing appurtenance IPC 2015 Section 202 (Plumbing Appurtenance)
A manufactured device, prefabricated assembly or on-the-job assembly of component parts that is an adjunct to the basic piping system and plumbing fixtures, demanding no additional water supply and adding no discharge load.

Formulas to Know

Vent stack connection to the building drain (maximum distance downstream of the drainage stack)Distance = 10 × diameter of the drainage stack; example: 4-inch stack → 10 × 4 = 40 inches maximum downstream
Drainage fixture units for continuous or semicontinuous flowdfu = gpm × 2 (1 gpm of flow equals two fixture units); examples: 12 gpm × 2 = 24 dfu; 15 gpm × 2 = 30 dfu
Gravity grease interceptor capacityCapacity (gallons) = peak drain flow (gpm) × 30 minutes retention; examples: 40 gpm × 30 = 1,200 gallons; 25 gpm × 30 = 750 gallons
Grease retention capacity for grease interceptors with total flow-through ratings over 100 gpmPer 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 pounds
Oil separator capacity by drained floor areaCapacity = 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 ft
Storm sizing area where a vertical wall diverts rainwater onto a roofSizing 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 drains
Individual vent size (including long-run increase)Vent 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)
Vent rough-in for future fixtures / common branch vent sizeFuture-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 size
Fall of horizontal drainage piping at minimum slopeFall = 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 in
Group wash-up fixture credit and urinal partition extensionLavatories = 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)