Exam Cheat Sheet · Quick Reference

Kansas City, MO Master Plumber with Gas Exam (ICC G27, 2018 IFGC/IPC)

Missouri  ·  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

Missouri State Portion 100 questions

Administration and General Regulations 36 Q · 36%
General Installation RequirementsCode Definitions and TermsPlan ReadingTestingMaterialsPermits and permit applicationsInspections and inspection typesCode official authority and dutiesViolations, stop work orders, and penaltiesMeans of appeal and board of appeals proceduresExisting installations, alterations, and change of occupancyPipe protection and structural safety requirements +4 more
Plumbing Fixtures 13 Q · 13%
Water HeatersWater Closets and UrinalsSpecialty FixturesBathtubs, Showers, Sinks, and LavatoriesMinimum Number of Required Plumbing Fixtures by OccupancyFixture Installation Requirements and ClearancesFaucets, Fixture Fittings, and Shower Valve StandardsFlushing Devices for Water Closets and UrinalsFloor Drains, Floor Sinks, and Waste OutletsWater Heater Safety Devices and Relief ValvesWater Heater Installation, Access, and Location RequirementsSeparate Facilities, Accessible Fixtures, and Signage Requirements +1 more
Water Supply and Distribution 9 Q · 9%
Service Distribution and PipingWater Supply and PressureProtection of Potable Water SupplyPipe Materials and Approved Standards for Water Service and DistributionJoining Methods and Connection Requirements by Pipe MaterialFixture Supply Pipe Sizing and Flow Rate RequirementsHot Water Supply System Requirements and Temperature ControlsValve Installation Requirements and LocationsWater Hammer Arrestors and Pressure-Reducing ValvesDisinfection of Potable Water SystemsIndividual Water Supply Sources and Well Construction RequirementsChapter 6 Water Supply and Distribution
Sanitary Drainage 8 Q · 8%
Building Sanitary DrainageSumps and EjectorsIndirect and Special Waste SystemsDrainage pipe materials and applicable standards (above-ground, underground, and building sewer)Pipe joints and connection methods by material typeSlope, sizing, and fixture unit load calculations for drainage systemsCleanout requirements, placement, spacing, and accessDrainage fittings, changes in direction, and prohibited connectionsBackwater valves — installation requirements and applicabilityPipe-bursting methods for replacement of building sewers and drainsVacuum drainage systemsChapter 7 Sanitary Drainage
Plumbing Vent Requirements 6 Q · 6%
Vent Connections and GradesVent TerminalsVent Pipe Sizing and Developed LengthTypes of Venting Methods (Individual, Common, Wet, Circuit, Combination, Island, Single-Stack)Air Admittance ValvesTrap Seal Protection and Fixture Trap Distance 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 · 5%
Installation of TrapsInterceptors and SeparatorsTrap seal depth requirements and protection methodsProhibited trap typesTrap sizing and dimensional limitsGrease interceptor sizing and capacity requirementsOil separator design and capacity requirementsSand interceptors and specialty interceptors (clothes washers, bottling, slaughterhouses)Venting and access requirements for interceptors and separators
Storm Drainage 2 Q · 2%
Storm DrainageSizing of vertical conductors, leaders, and horizontal storm drains using 100-year rainfall rate tablesPrimary and secondary (emergency overflow) roof drain requirements and scupper sizingProhibited connections and disposal requirements for storm waterApproved materials for inside conductors, underground storm drain pipe, building storm sewer pipe, and subsoil drain pipeRoof drain installation requirements and flow rate calculations for system sizingStorm drain traps: when required, sizing, material, and cleanout requirementsSiphonic roof drainage system design standardsHorizontal gutter sizing and vertical wall area calculations
Gas Piping 21 Q · 21%
Gas Piping for Service & Distribution PipingGas Piping Requirements, Specific Appliances EquipmentSource of Combustion Air & Duct OpeningsFuel-burning Appliance, Vent, ConnectorCSST bonding and grounding requirementsPipe sizing methods and sizing tables (longest length, branch length, hybrid pressure)Permitted piping materials, tubing standards, and fitting typesPressure testing procedures, test medium, duration, and leak detectionPiping installation requirements (prohibited locations, underground burial depth, protection against physical damage)Purging of gas piping systems (indoor vs. outdoor discharge requirements)Shutoff valves, pressure regulators, and flow controlsPiping support, drips, sediment traps, and sloped piping requirements +2 more

Key Distinctions

Longest length method (IFGC 402.4.1)vsBranch length method (IFGC 402.4.2)

Under the longest length method every section and branch is sized from the table row for the system's longest length (e.g., a 12-ft branch is still sized on the 70-ft row), while under the branch length method each branch is sized using its own length from the meter (e.g., 15 ft of main + 8 ft of branch = 23 ft → 30-ft row).

IFGC Section 402.4.1, Longest Length Method; Table 402.4(2), Schedule 40 Metallic Pipe (natural gas, 0.5 in. w.c. drop)
Full-open valve (IPC 606.1)vsShutoff valve (IPC 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 two stories or less and one- and two-family dwellings), whereas individual fixture supplies take shutoff valves.

IPC 2018 Sections 606.1 and 606.2
Stack ventvsVent stack

A stack vent is the extension of a soil or waste stack above the highest horizontal drain connected to that stack; 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 (so 40 degrees is horizontal pipe); vertical pipe makes an angle of 45 degrees or more with the horizontal.

IPC 2018 Chapter 2 — Section 202, definitions of Horizontal Pipe and Vertical Pipe
Water service pipevsWater distribution pipe

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; water distribution pipe conveys water from the water service pipe, or from the meter where the meter is at the structure, to the points of utilization (so with the meter inside the building, the service pipe ends and distribution begins at that meter, and a meter not at the right of way does not shorten the service pipe).

IPC 2018 Chapter 2 — Section 202, definitions of Water Pipe (Water service pipe and Water distribution pipe)
Plumbing appurtenancevsPlumbing appliance

An appurtenance is an adjunct device/assembly that demands no additional water supply and adds no discharge load to a fixture or the drainage system, while devices dependent on energized components are plumbing appliances.

IPC 2018 Chapter 2 — Section 202, definitions of Plumbing Appurtenance and Plumbing Appliance
Double check backflow prevention assemblyvsPressure vacuum breaker assembly

The double check assembly (ASSE 1015, AWWA C510, CSA B64.5/B64.5.1) is rated for low hazard only but works for both backpressure and backsiphonage; the pressure vacuum breaker (ASSE 1020, CSA B64.1.2) protects against backsiphonage only.

IPC 2018 Section 608.1, Table 608.1
S-trapvsDrum trap

Both are prohibited traps under IPC 1002.3, but the S-trap has no exception, while drum traps are permitted by exception when used as solids interceptors or when serving chemical waste systems.

IPC 2018 Section 1002.3
ASSE 1018 trap seal primer valvevsASSE 1072 barrier-type trap seal protection device

Potable water-supplied trap seal primer valves conform to ASSE 1018 (1002.4.1.1) while barrier-type floor drain trap seal protection devices conform to ASSE 1072 (1002.4.1.4); waste water-supplied trap primer devices use ASSE 1044 (1002.4.1.3).

IPC 2018 Section 1002.4.1.1
Permit application time extension (IPC 106.3.3)vsPermit extension (IPC 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 written-request extensions of not more than 180 days each; a permit extension under 106.5.4 may be granted only once.

IPC 2018 Chapter 1 Scope and Administration — Section 106.3.3 Time Limitation of Application
Toilet path of travel in covered/open malls (403.3.4)vsToilet path of travel in other occupancies (403.3.3)

In covered and open mall buildings facilities must be not more than one story above or below the space served and the path of travel shall not exceed 300 feet from the main entrance of the store or tenant space, while the 500-foot limit applies to occupancies other than malls.

IPC 2018 Chapter 4, Section 403.3.4 (Location of Toilet Facilities in Malls)
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; in all other occupancies the limit is 50 percent.

IPC 2018 Section 424.2

Key Terms

Branch interval IPC 2018 Section 202 — Branch Interval definition (Chapter 2 Definitions)
A vertical measurement of 8 feet (2438 mm) or more in developed length between connections of horizontal branches to a drainage stack, measured down the stack from the highest horizontal branch connection.
Circuit vent IPC 2018 Section 202 — Circuit Vent definition (Chapter 2 Definitions)
A vent that connects to a horizontal drainage branch and vents two traps to not more than eight traps or trapped fixtures connected into a battery.
Grease interceptor, gravity IPC 2018 Section 202 — Grease Interceptor, Gravity definition (Chapter 2 Definitions)
A plumbing appurtenance of not less than 500 gallons (1893 L) capacity in which separation is accomplished by gravity during a retention time of not less than 30 minutes.
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 (29.88 kPa), the pressure exerted by a 10-foot column of water.
Bearing plane of a footing (trench protection) IPC 2018 Chapter 3 — Section 307.5 Protection of Footings
The zone whose upper boundary is a line extending downward at 45 degrees (0.79 rad) from horizontal, measured from the outside bottom edge of the footing or wall; trenching parallel to footings and walls shall not extend into it.
Pipe sleeve through a foundation wall IPC 2018 Chapter 3 — Section 305.3 Pipes Through Foundation Walls
An alternative to a relieving arch, built into the wall and sized not less than two pipe sizes greater than the pipe passing through.
Annual permit IPC 2018 Sections 106.1.1 and 106.1.2, Chapter 1 Scope and Administration
A permit the code official may issue, in place of an individual construction permit for each alteration, to a person, firm or corporation regularly employing one or more qualified tradespersons on the premises, covering alterations to an already approved system, equipment or appliance installation, with a detailed record of alterations required to be kept.
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 where there is insufficient evidence of compliance, with such tests made at no expense to the jurisdiction.
Fixture trap liquid seal IPC 2018 Section 1002.4
Each fixture trap shall have a liquid seal of not less than 2 inches (51 mm) and not more than 4 inches (102 mm), or deeper for special designs relating to accessible fixtures.
Trap weir distance IPC 2018 Section 1002.1
The vertical distance from the fixture outlet to the trap weir shall not exceed 24 inches (610 mm).
Trap seal primer valve discharge connection IPC 2018 Sections 1002.4.1.1 through 1002.4.1.3
The discharge pipe from a potable, reclaimed/graywater-supplied or waste water-supplied trap seal primer valve shall connect to the trap above the trap seal on the inlet side of the trap.
Pressure-reducing valve (building water supply) IPC 2018 Section 604.8.1
A valve that shall be 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.
Lead-free solder (water supply piping) IPC 2018 Section 605.13.6
Solder and flux with a chemical composition equal to or less than 0.2-percent lead, required for joining water supply piping.
Clothes washer interceptor IPC 2018 Section 1003.6
An interceptor with a wire basket or similar device that prevents passage into the drainage system of solids 1/2 inch (12.7 mm) or larger, string, rags, buttons or other materials detrimental to the public sewage system.
Plastic pipe certification IPC 2018 Section 303.3
Plastic pipe, fittings and components shall be third-party certified as conforming to NSF 14.

Formulas to Know

Gas demand in cubic feet per hour from appliance input (natural gas, 1,000 Btu per cu ft)cfh = total appliance input in Btuh ÷ 1,000 (e.g., 50,000 + 40,000 + 100,000 = 190,000 ÷ 1,000 = 190 cfh)
Appliance input a pipe can serve, from table capacityBtuh = table capacity in cfh × 1,000 Btu per cu ft (e.g., 247 cfh → 247,000 Btuh; 44 cfh → 44,000 Btuh; 117 cfh → 117,000 Btuh)
Spare (or short) capacity of an installed pipeSpare cfh = table capacity at that length − demand (e.g., 170 cfh capacity − 60 cfh demand = 110 cfh spare; 137 cfh − 135 cfh = 2 cfh margin)
Load carried by a main section (both sizing methods)Section load = sum of the Btuh of all outlets it serves, ÷ 1,000 (e.g., 40,000 + 35,000 + 100,000 = 175,000 Btuh = 175 cfh; 40,000 + 50,000 = 90 cfh)
Longest length method sizing rowSize every section and branch from Table 402.4(2) using the row for the system's longest length, not the branch's own length (e.g., 40 cfh branch on the 70-ft row → 1/2 inch carries 60 cfh)
Branch length method sizing rowSize each branch from the table row for its own length measured from the meter (main to tee + branch), e.g., 15 ft + 8 ft = 23 ft → 30-ft row; 120 cfh at 50 ft → 3/4 inch (151 cfh), whereas the longest length method 90-ft row would require 1 inch
Determining the length that sizes the main runCompare the length from the meter to each outlet; the longest one is the most remote outlet and its length (rounded up to the next table row) sizes the mains feeding it (e.g., 55 ft → 60-ft row; 85 ft → 90-ft row; 70 ft → 70-ft row)
Using the next-larger table length row for an actual runRound the measured run up to the next table length row before reading capacity (e.g., 15-ft run → 20-ft row; 35-ft run → 40-ft row; 95-ft run → 100-ft row; 140-ft run → 150-ft row)
Vent stack connection to the building drainMaximum distance downstream of the drainage stack = 10 × drainage stack diameter (4-inch stack: 10 × 4 in. = 40 inches)
Drainage fixture units from flow rate; fixture count by sexWhere discharge is known only in gpm, 1 gpm = 2 DFU; for fixture counts, divide total occupant load in half for each sex and apply the Table 403.1 ratio (150 ÷ 2 = 75 females; 75 ÷ 75 per water closet = 1 water closet)