Exam Cheat Sheet · Quick Reference

ICC G24 Master Plumber Exam (2018 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 Inspection ProceduresCode Official Authority and DutiesViolations, Stop Work Orders, and PenaltiesMeans of AppealProtection of Pipes and Plumbing System ComponentsTrenching, Bedding, and Backfill Requirements +4 more
Plumbing Fixtures 14 Q · 14%
Water HeatersWater Closets and UrinalsSpecialty FixturesBathtubs, Showers, Sinks, and LavatoriesMinimum number of required plumbing fixtures by occupancy typeFixture installation requirements and spacing dimensionsFaucets, fixture fittings, and temperature control devicesFlushing devices for water closets and urinalsFloor and trench drainsAutomatic clothes washers, dishwashing machines, and food waste disposersWater heater safety devices and relief valvesWater heater installation, access, and clearance requirements +2 more
Water Supply and Distribution 11 Q · 11%
Service Distribution and PipingWater Supply and PressureProtection of Potable Water SupplyPipe Materials, Fittings, and Joining MethodsFixture Flow Rates and Minimum Supply Pipe SizingValve Requirements and LocationHot Water Supply System RequirementsWater Pressure Booster Systems and Storage TanksDisinfection of Potable Water SystemsIndividual Water Supply Systems and Well ConstructionChapter 6 Water Supply and Distribution
Sanitary Drainage 11 Q · 11%
Building Sanitary DrainageSumps and EjectorsIndirect and Special Waste SystemsDrainage pipe materials and applicable standards (above-ground, underground, and building sewer)Drainage pipe joints and connection methods by material typeSlope and installation requirements for horizontal drainage pipingDrainage fixture unit values and system sizingCleanout requirements, placement, sizing, and accessFittings for changes in direction and prohibited jointsBackwater valves and sewage backflow protectionPipe-bursting methods for replacement of underground building sewers and drainsChapter 7 Sanitary Drainage
Plumbing Vent Requirements 8 Q · 8%
Vent Connections and GradesVent TerminalsVent Pipe Sizing and Developed LengthTypes of Venting Systems (Individual, Common, Wet, Circuit, Combination, Waste Stack, Single-Stack)Air Admittance ValvesFixture Trap Distance from VentVent Stack and Stack Vent RequirementsRelief Vents for Multi-Story StacksSump and Ejector Venting
Traps, Interceptors, and Separators 8 Q · 8%
Installation of TrapsInterceptors and SeparatorsProhibited trap typesTrap seal requirements and protection methodsFixture trap sizing and dimensional requirementsGrease interceptor sizing and capacity requirementsOil separator design and applicabilitySand, solids, and specialty interceptors (clothes washers, bottling plants, slaughterhouses)Venting and access requirements for interceptors and separators
Storm Drainage 2 Q · 2%
Storm DrainageSizing of conductors, leaders, and storm drain piping using rainfall rate data and sizing tablesPrimary and secondary (emergency overflow) roof drain requirements and scupper designPermitted materials for storm drainage conductors, underground storm drain pipe, building storm sewer pipe, and subsoil drain pipeProhibited connections and restricted uses of storm drainage pipingStorm drainage traps: when required, sizing, materials, and cleanout provisionsRoof design for ponding loads and blocked primary drain assumptionsHorizontal gutter sizing and vertical wall area calculationsSiphonic roof drainage system requirements

Key Distinctions

Water service pipevsWater distribution pipe

Per the Section 202 definition, the water service pipe runs from the water main or other potable source (or from the meter only where the meter is at the public right of way) to the building's water distribution system, so where the meter is set inside the building the service pipe runs all the way from the main to the distribution system.

IPC 2018 Chapter 2 — Section 202, definitions of Water Pipe (Water service pipe and Water distribution 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 circulation of air to and from the drainage system.

IPC 2018 Chapter 2 — Section 202, definitions of Stack Vent and Vent Stack
Horizontal pipevsVertical pipe

Horizontal pipe is any pipe or fitting making an angle of less than 45 degrees with a horizontal plane; vertical pipe makes an angle of 45 degrees or more (so 40 degrees is horizontal pipe).

IPC 2018 Chapter 2 — Section 202, definitions of Horizontal Pipe and Vertical Pipe
Plumbing appurtenancevsPlumbing appliance

An appurtenance is an adjunct to the basic piping system and fixtures that demands no additional water supply and adds no discharge load to a fixture or the drainage system; devices dependent on energized components are plumbing appliances.

IPC 2018 Chapter 2 — Section 202, definitions of Plumbing Appurtenance and Plumbing Appliance
Full-open valve (Section 606.1)vsShutoff valve (Section 606.2)

Full-open valves are required at locations such as the discharge side of every water meter, the water supply pipe to every water heater, the entrance to the structure and the base of every water riser (in occupancies other than multiple-family residential two stories or less and one- and two-family dwellings), while shutoff valves are the valves required at fixture supplies.

IPC 2018 Sections 606.1 and 606.2
S-trap (prohibited)vsDrum trap (prohibited with exception)

Section 1002.3 prohibits S-traps with no exception, while drum traps are prohibited except where used as solids interceptors or serving chemical waste systems.

IPC 2018 Section 1002.3
ASSE 1018 / ASSE 1044 trap seal primer standardsvsASSE 1072 barrier-type trap seal protection device

Potable water-supplied trap seal primer valves conform to ASSE 1018 and waste water-supplied trap primer devices to ASSE 1044, whereas barrier-type floor drain trap seal protection devices conform to ASSE 1072.

IPC 2018 Section 1002.4.1.1
Water test of the entire drainage systemvsWater test in sections

When testing the whole system, all openings are tightly closed except the highest and the system is filled to the point of overflow; when testing in sections, each section includes not less than the upper 10 feet of the preceding section so no joint except the uppermost 10 feet is tested at less than a 10-foot head — both held not less than 15 minutes.

IPC 2018 Chapter 3 — Section 312.2 Drainage and Vent Water Test
Drainage and vent water testvsDrainage and vent air test

The water test uses a 10-foot head (sections) or fill to overflow (entire system), while the air test forces air in until a uniform gauge pressure of 5 psi or a pressure balancing a 10-inch mercury column is reached; both are held not less than 15 minutes, and plastic piping may not be air tested.

IPC 2018 Chapter 3 — Section 312.3 Drainage and Vent Air Test
Gravity grease interceptor sizingvsAutomatic grease removal device sizing

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

IPC 2018 Chapter 10 — Section 1003.3.7 Gravity Grease Interceptors
Urinal substitution in assembly and educational occupanciesvsUrinal substitution in all other occupancies

Urinals shall not be substituted for more than 67 percent of required water closets in assembly and educational occupancies, and not more than 50 percent in all other occupancies.

IPC 2018 Section 424.2
General requirement vs specific requirement conflictvsDifferent sections specifying different materials/methods

Under Section 102.1 the specific requirement governs over a conflicting general requirement, whereas where different sections specify different materials, methods of construction or other requirements, the most restrictive governs.

IPC 2018 Chapter 1 — Section 102.1 General (Applicability)
Toilet travel distance in covered/open mall buildingsvsToilet travel distance in other occupancies

In malls the path of travel to required public and employee toilet facilities shall not exceed 300 feet from the main entrance of any store or tenant space (and facilities not more than one story above or below), while Section 403.3.3 permits up to 500 feet in occupancies other than malls.

IPC 2018 Chapter 4 — Section 403.3.4 Location of Toilet Facilities in Malls

Key Terms

Water service pipe IPC 2018 Chapter 2 — Section 202, definitions of Water Pipe (Water service pipe and Water distribution 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.
Stack vent IPC 2018 Chapter 2 — Section 202, definitions of Stack Vent and Vent Stack
The extension of a soil or waste stack above the highest horizontal drain connected to the stack.
Vent stack IPC 2018 Chapter 2 — Section 202, definitions of Stack Vent and Vent Stack
A vertical vent pipe installed primarily to provide circulation of air to and from the drainage system.
Horizontal pipe IPC 2018 Chapter 2 — Section 202, definitions of Horizontal Pipe and Vertical Pipe
Any pipe or fitting that makes an angle of less than 45 degrees with a horizontal plane.
Plumbing appurtenance IPC 2018 Chapter 2 — Section 202, definitions of Plumbing Appurtenance and Plumbing Appliance
A manufactured device, prefabricated assembly or on-the-job assembly that is an adjunct to the basic piping system and plumbing fixtures, demanding no additional water supply and adding no discharge load to a fixture or the drainage system.
Flushometer tank IPC 2018 Chapter 2 — Section 202, definition of Flushometer Tank
A device integrated within an air accumulator vessel designed to discharge a predetermined quantity of water to fixtures for flushing purposes.
Backflow, low head backpressure IPC 2018 Chapter 2 — Section 202, definition of Backflow (Backpressure, low head)
A pressure less than or equal to 4.33 psi, or the pressure exerted by a 10-foot column of water.
Annual permit IPC 2018 Chapter 1 — Section 106.1.1 Annual Permit
A permit the code official is authorized to issue in place of an individual construction permit for each alteration to an already approved system, equipment or appliance, to any person, firm or corporation regularly employing one or more qualified tradespersons on premises owned or operated by the applicant; the permittee must keep detailed records of alterations made under it.
Approved agency (required testing) IPC 2018 Chapter 1 — Sections 105.3 and 105.3.2 Required Testing/Testing Agency
The entity that must perform tests required by the code official under Section 105.3 as evidence of compliance, at no expense to the jurisdiction.
Unsafe plumbing IPC 2018 Chapter 1 — Section 108.7 Unsafe Plumbing
Plumbing that is unsafe, constitutes a fire or health hazard or insanitary condition, or is otherwise dangerous to human life; it is declared a public nuisance and shall be abated by repair, rehabilitation, demolition or removal.
Water pressure-reducing valve IPC 2018 Section 604.8
An approved valve conforming to ASSE 1003 or CSA B356 with strainer, required where water pressure within a building exceeds 80 psi static, to reduce pressure to not greater than 80 psi static, and designed to remain open to permit uninterrupted water flow in case of valve failure.
Water-hammer arrestor IPC 2018 Section 604.9
A device conforming to ASSE 1010, installed where quick-closing valves are utilized and in accordance with the manufacturer's instructions.
Fixture trap seal IPC 2018 Section 1002.4
The liquid seal of each fixture trap, which shall be not less than 2 inches and not more than 4 inches deep, or deeper for special designs relating to accessible fixtures.
Barrier-type trap seal protection device IPC 2018 Chapter 10 — Section 1002.4.1.4 Barrier-Type Trap Seal Protection Device
A floor drain trap seal protection device conforming to ASSE 1072 and installed per the manufacturer's instructions.
Trap seal primer valve discharge connection IPC 2018 Sections 1002.4.1.1 through 1002.4.1.3
The discharge pipe from a potable water-supplied, reclaimed/graywater-supplied or waste water-supplied trap seal primer valve, which shall connect to the trap above the trap seal on the inlet side of the trap.
Oil separator IPC 2018 Section 1003.4.2.2
An interceptor whose outlet opening shall have not less than an 18-inch water seal (general oil separator requirement, Section 1003.4.2.1); where serving garages and service stations, the capacity shall be not less than 6 cubic feet for the first 100 square feet of area drained plus 1 cubic foot for each additional 100 square feet (Section 1003.4.2.2).
Scope exception (Section 101.2) IPC 2018 Chapter 1 — Section 101.2 Scope
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, comply with the International Residential Code rather than the IPC.
Low-pressure cutoff (booster pump) IPC 2018 Section 606.5.5
A device required on all booster pumps to prevent creation of a vacuum or negative pressure on the suction side when a positive pressure of 10 psi or less occurs on the suction side.

Formulas to Know

Oil separator capacity for garages and service stationsCapacity = 6 cu ft for the first 100 sq ft of area drained + 1 cu ft for each additional 100 sq ft; example: 500 sq ft → 6 + (4 × 1) = 10 cubic feet minimum
Gravity grease interceptor required capacityCapacity = peak drain flow (gpm) × 30-minute retention time; example: 50 gpm × 30 = 1,500 gallons minimum
Drainage fixture units from known flow (Section 709.3)1 gpm = 2 DFU; example: 5 gpm × 2 = 10 DFU
Vent stack connection to the building drain (maximum distance)Connect downstream of the drainage stack within 10 × drainage stack diameter, at or below the lowest horizontal branch; example: 4-inch stack → 10 × 4 = 40 inches maximum
Horizontal branch connection downstream of a stack base or horizontal stack offset (minimum distance)Connect not less than 10 × drainage stack diameter downstream from the stack; example: 4-inch stack → 10 × 4 = 40 inches minimum
Required vertical rise of a dry vent before offsettingRise to not less than flood level rim of the highest trap or trapped fixture served + 6 inches; example: 42-inch flood level rim → 48 inches above finished floor (exception: vents serving interceptors located outdoors)
Urinal privacy partition extension from finished backwall surfaceExtend the greater of 18 inches, or outermost front lip projection + 6 inches; example: 14-inch lip projection → 14 + 6 = 20 inches
Lavatories represented by a group wash-up fixtureEach 20 inches of usable rim space = 1 lavatory; example: 100 ÷ 20 = 5 lavatories
Storm drainage sizing area where vertical walls divert rainwater to the roofTotal area = projected roof area + ½ of the diverting vertical wall area; example: 3,000 sq ft roof + ½(40×15 + 30×10 = 900) = 3,000 + 450 = 3,450 sq ft
Minimum fixture count from occupant loadDivide the total occupant load in half for each sex, then apply the Table 403.1 ratio (example: restaurant, 150 total → 75 female ÷ 1 per 75 = 1 water closet); fractional results are rounded up, and for multiple occupancies the fractions for each occupancy are first summed and then rounded up