Exam Cheat Sheet · Quick Reference

ICC F24 Master 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
100
Passing score
70%
Exam time
240 min
Administered by
Pearson Vue
Format
Reference materials allowed

National State Portion 100 questions

Administration General Regulations 46 Q · 46%
General Installation RequirementsCode Definitions and TermsPlan ReadingTestingMaterialsPermits and Permit IssuanceInspections and Approval ProcessCode Official Authority and EnforcementViolations, Stop Work Orders, and PenaltiesMeans of Appeal and Board of AppealsExisting Installations, Alterations, and Change of OccupancyProhibited Locations and Protection of Piping Systems +4 more
Plumbing Fixtures 14 Q · 14%
Water HeatersWater Closets and UrinalsSpecialty FixturesBathtubs, Showers, Sinks, and LavatoriesMinimum Plumbing Fixture Requirements by Occupancy TypeFixture Installation Requirements and SpacingFaucets, Fixture Fittings, and Shower Valve RequirementsFlushing Devices for Water Closets and UrinalsFixture Material Standards and Quality RequirementsAccessible Plumbing Fixture RequirementsClothes Washers, Dishwashers, and Appliance Fixture ConnectionsDrinking Fountains and Emergency Fixtures +1 more
Water Supply and Distribution 11 Q · 11%
Service Distribution and PipingWater Supply and PressureProtection of Potable Water SupplyPipe Materials, Joints, and Fitting StandardsFixture Supply Pipe Sizing and Flow RequirementsHot Water Supply System RequirementsValve Installation and Location RequirementsWater Hammer Arrestors and Pressure RegulationDisinfection of Potable Water SystemsIndividual Water Supply Systems and Well ConstructionWater Pressure Booster Systems and Storage TanksWater Supply and Distribution
Sanitary Drainage 11 Q · 11%
Building Sanitary DrainageSumps and EjectorsIndirect and Special Waste SystemsDrainage piping materials and applicable standards (above-ground, underground, and building sewer)Pipe joint methods by material type (solvent cement, mechanical, caulked, heat-fusion, etc.)Slope, sizing, and fixture unit load calculations for horizontal drains and stacksCleanout location, spacing, size, and access requirementsDrainage fittings selection and prohibited joints or connectionsBackwater valve installation requirements and applicabilityIndirect waste piping installation, air gaps, air breaks, and waste receptorsSpecial and corrosive waste neutralization and chemical drainage system separationSanitary Drainage +1 more
Plumbing Vent Requirements 8 Q · 8%
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 StacksChemical Waste Vent Systems
Traps, Interceptors, and Separators 8 Q · 8%
Installation of TrapsInterceptors and SeparatorsProhibited trap typesTrap seal requirements and protection methodsFixture trap sizing and design standardsGrease interceptor sizing and capacity requirementsOil separator design and application requirementsSand, solids, and specialty interceptor requirementsVenting, access, and maintenance of interceptors and separators
Storm Drainage 2 Q · 2%
Storm DrainageSizing of vertical conductors, leaders, and horizontal storm drains using rainfall rate tablesPrimary and secondary (emergency overflow) roof drain requirementsApproved materials for building storm sewer pipe and subsoil drain pipeSump pit and pumping system requirementsControlled flow roof drain system design and minimum number of roof drainsStorm water trap requirements for combined sewer connectionsSubsoil drain installation and discharge requirementsProhibited connections and uses in storm drainage systems

Key Distinctions

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, where the building sewer begins.

IPC 2015 Section 202 (Building Drain)
Horizontal pipevsVertical pipe

A horizontal pipe or fitting makes an angle of less than 45 degrees with a horizontal plane, while a vertical pipe makes an angle of 45 degrees or more with the horizontal.

IPC 2015 Section 202 (Horizontal Pipe)
PollutionvsContamination

Pollution is an impairment of potable water quality that adversely and unreasonably affects aesthetic qualities without creating a health hazard, while contamination creates an actual hazard to public health through poisoning or spread of disease.

IPC 2015 Section 202 (Pollution)
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)
ConductorvsLeader

A conductor is the pipe inside the building conveying storm water from the roof to a storm or combined building drain, while a leader is the exterior pipe conveying storm water from roof or gutter drains to an approved means of disposal.

IPC 2015 Section 202 (Conductor)
Plumbing appurtenancevsPlumbing appliance / plumbing fixture

An 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 and a plumbing fixture receives water or discharges waste.

IPC 2015 Section 202 (Manifold; Plumbing Appurtenance)
Indirect waste by air breakvsIndirect waste by air gap

Devices and equipment such as process tanks, filters, drips and boilers discharging nonpotable water are permitted to discharge through an indirect waste pipe by air break or air gap, while potable clear-water waste, swimming pool waste and food-handling equipment require an air gap (each well of a multiple-compartment food sink discharging independently to the receptor).

IPC 2015 Section 802.1.5
Extension of a permit application (Sec. 106.3.3)vsExtension of an issued permit (Sec. 106.5.4)

An application on file is deemed abandoned 180 days after filing unless it has been pursued in good faith or a permit has been issued; the code official may grant one or more extensions for additional periods not exceeding 180 days each when requested in writing with justifiable cause; an issued permit may be extended for a period not exceeding 180 days for reasonable cause and shall not be extended more than once (extension fee is one-half the new permit fee).

IPC 2015 Section 106.3.3
DWV water/air testvsWater supply system test

The drainage and vent system is tested with a 10-foot head of water held not less than 15 minutes (plastic piping shall not be air tested; a 5 psi air test applies only to nonplastic DWV piping), while the water supply system is tested at not less than the working pressure with water or, for nonplastic piping, 50 psi of air held not less than 15 minutes.

IPC 2015 Sections 312.2 and 312.3
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), while 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)
Ready access (automatic grease removal device)vsAccess (interceptors and separators)

Section 1003.3.5 requires ready access to automatic grease removal devices for inspection and maintenance, while Section 1003.10 requires only access to each interceptor and separator for service and maintenance.

IPC 2015 Section 1003.3.5
Automatic grease removal device sizingvsGravity grease interceptor sizing

An automatic grease removal device is sized to pretreat the measured or calculated flows for all connected fixtures or equipment, while a gravity grease interceptor capacity is peak drain flow in gpm multiplied by a 30-minute retention time.

IPC 2015 Section 1003.3.5
Alternate on-site nonpotable watervsOn-site surface and subsurface natural freshwater sources

Alternate on-site nonpotable water is nonpotable water from other than public utilities, on-site surface sources and subsurface natural freshwater sources (examples: gray water, on-site reclaimed water, collected rainwater, captured condensate, rejected water from reverse osmosis), so pond water, freshwater wells and utility-supplied reclaimed water are excluded.

IPC 2015 Section 202 (Alternate On-Site Nonpotable Water)
Filing an appeal (Sec. 109.1)vsBoard of appeals meeting (Sec. 109.3)

The application for appeal must be filed on a form from the code official within 20 days after the notice was served, while the board must meet upon notice from the chairman within 10 days of the filing of the appeal.

IPC 2015 Section 109.1

Key Terms

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 and 110°F; water at or above 110°F is defined as hot water.
Circuit vent IPC 2015 Section 202 (Circuit Vent)
A vent that connects to a horizontal drainage branch and vents two traps to a maximum of eight traps or trapped fixtures connected into a battery.
Backpressure, low head IPC 2015 Section 202 (Backpressure, Low Head)
A pressure less than or equal to 4.33 psi, or the pressure exerted by a 10-foot column of water.
Lead-free solder and flux IPC 2015 Section 202 (Lead-Free Solder and Flux)
Solder and flux containing not more than 0.2-percent lead.
Grease interceptor, gravity IPC 2015 Section 202 (Grease Interceptor, Gravity)
A plumbing appurtenance of not less than 500 gallons capacity installed in the sanitary drainage system, with separation accomplished by gravity during a retention time of not less than 30 minutes.
Macerating toilet system IPC 2015 Section 202 (Macerating Toilet System)
An assembly 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.
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.
Critical level (C-L) IPC 2015 Section 202 (Critical Level)
The reference marking on a backflow device establishing required installation height; where the critical level marking is not indicated on the device, the bottom of the device constitutes the critical level.
Flushometer tank IPC 2015 (IPC 2015), Section 202 (Flushometer Tank)
A device integrated within an air accumulator vessel designed to discharge a predetermined quantity of water to fixtures for flushing purposes.
Scope of the plumbing code (Sec. 101.2) IPC 2015 Section 101.2
The code regulates plumbing systems including non-flammable medical gas, inhalation anesthetic, vacuum piping, nonmedical oxygen systems and sanitary and condensate vacuum collection systems; fuel gas distribution piping and equipment, fuel-gas-fired water heaters and water heater venting are regulated by the International Fuel Gas Code.
Residential code exception to scope (Sec. 101.2) IPC 2015 Section 101.2
Detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories high with separate means of egress, and their accessory structures, are regulated by the International Residential Code; a townhouse exceeding three stories falls under the plumbing code.
Annual permit IPC 2015 Section 106.1.1
A permit the code official may issue in lieu of individual construction permits for alterations 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; the holder must keep a detailed record of alterations accessible to the code official.
Alternative engineered design IPC 2015 Section 316.1.2
A design the registered design professional must identify as such on the permit application, with the permit and the permanent permit records also indicating that an alternative engineered design was part of the approved installation.
Conflicting provisions (Sec. 102.1) IPC 2015 (IPC 2015), Section 102.1
Where a general requirement conflicts with a specific requirement, the specific requirement governs; where different sections specify different materials, methods of construction or other requirements, the most restrictive governs.
Temporary permit (Sec. 110.1) IPC 2015 Section 110.1
A permit the code official may issue for temporary equipment, systems and uses, limited as to time of service but not permitted for more than 180 days, with extensions granted for demonstrated cause.

Formulas to Know

Vent stack connection to the building drain (Sec. 904.4)Connect downstream of the drainage stack within 10 × drainage stack diameter; example: 4-inch stack → 10 × 4 = 40 inches maximum.
Horizontal branch connection at base of stack (Sec. 704.3)Connect not less than 10 × drainage stack diameter downstream from the stack; example: 4-inch stack → 10 × 4 = 40 inches minimum.
Individual vent size (Sec. 906.2) with long-length increaseVent diameter ≥ 1/2 the required drain diameter (3-inch drain → 1 1/2 inch); vents exceeding 40 feet developed length increase one nominal pipe size for the entire developed length (→ 2 inches at 46 feet).
Continuous/semicontinuous flow drainage fixture units (Sec. 709.3)1 gpm of flow = 2 dfu; example: 12 gpm × 2 = 24 dfu.
Gravity grease interceptor capacity (Sec. 1003.3.6)Capacity = peak drain flow (gpm) × 30 minutes retention; example: 40 gpm × 30 = 1,200 gallons.
Grease retention capacity for flow-through ratings greater than 100 gpm (Table 1003.3.4.1, footnote a)Retention capacity (lb) = flow-through rating (gpm) × 2; example: 150 gpm × 2 = 300 pounds.
Oil separator capacity for service stations (Sec. 1003.4.2.2)Not less than 6 cubic feet for the first 100 sq ft of area drained + 1 cubic foot for each additional 100 sq ft; example: 1,000 sq ft → 6 + (9 × 1) = 15 cubic feet.
Storm sizing area with adjoining vertical wall (Sec. 1106.4)Sizing area = projected roof area + 1/2 of the vertical wall area that diverts rainwater to the roof; example: 4,000 + (2,400 ÷ 2) = 5,200 sq ft.
Fall on horizontal drainage pipe at minimum slope (Sec. 704.1 / Table 704.1)Fall = run (ft) × minimum slope; 3-inch through 6-inch pipe = 1/8 in./ft (36 ft × 1/8 = 4 1/2 in.), 8-inch and larger = 1/16 in./ft (120 ft × 1/16 = 7 1/2 in.).
Group wash-up fixture lavatory credit (Sec. 416.1)Every 20 inches of usable rim space = one lavatory; example: 100 in. ÷ 20 = 5 lavatories.