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2021 IPC Chapter 3 and Section 108

Lesson 14: Tests, Inspections, and Course Review

IPC 312, 108 and course review · 20 practice questions

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Reading

Thirteen lessons have taught how a commercial plumbing system is sized, vented, drained and supplied. Two parts of the 2021 IPC prove that the finished work matches the design. Section 312 says how each system is tested for leaks, and Section 108 says who inspects, at what point, and what must stay uncovered until they do. This last lesson teaches both, then reviews the whole course module by module. Texas cities choose their own plumbing code and Houston enforces the Uniform Plumbing Code (Lesson 1), so treat every number here as a 2021 IPC value and confirm the adopted code and any local test rules before you rely on one.

Test and inspection timeline for a plumbing system A four-step sequence running top to bottom. Step 1, rough-in test, before anything covers the piping: the drain and vent system is tested with water at a head of at least 10 feet for 15 minutes, or with air at 5 psi for 15 minutes but never for plastic piping (312.2 and 312.3), and the water supply system is tested at not less than its working pressure or, for piping other than plastic, with air at not less than 50 psi, for 15 minutes (312.5). Step 2, cover inspection: the code official observes the test and releases the work before wall or ceiling membranes go up, and a portion that fails stays uncovered and is retested (108.2, 108.2.3 and 108.4.3). Step 3, final test: after fixtures are set and traps are filled with water, the drain and vent system gets a visual test, or a smoke test followed by a one-inch water column held 15 minutes, and cleanouts may be removed to prove the pressure reached every part (312.1 and 312.4). Step 4, final inspection: the building is complete, fixtures are connected and the structure is ready for occupancy, then the notice of approval issues (108.2 and 111.1), and utility connections wait for authorization (112.1). A note at the bottom adds that the building sewer is tested and inspected before backfill, gravity sewer at a 10-foot head for 15 minutes and forced sewer at the pump rating plus 5 psi for 15 minutes (312.6 and 312.7), and that test gauges need 0.10 psi divisions at 10 psi or less and 1 psi divisions up to 100 psi (312.1.1). 1 Rough-in test 312.2, 312.3, 312.5 Test the piping before anything covers it Drain and vent: water, 10 ft head, 15 min; or air, 5 psi (never plastic) Supply: working pressure, or air at 50 psi (not plastic), 15 min 2 Cover inspection 108.2, 108.2.3, 108.4.3 Code official observes the test and releases the work Rough-in inspection comes before wall or ceiling membranes A failed portion stays uncovered, is corrected, and is retested 3 Final test 312.1, 312.4 Fixtures set and traps filled with water Visual test, or smoke then a 1 in water column for 15 min Cleanouts may be pulled to prove pressure reached every part 4 Final inspection 108.2, 111.1, 112.1 Building complete, fixtures connected, ready for occupancy Then the notice of approval issues (111.1) Utility and sewer connections wait for authorization (112.1) Before backfill: the building sewer is tested and inspected (underground inspection, 108.2). Gravity sewer: 10 ft head, 15 min (312.6). Forced sewer: pump rating plus 5 psi, 15 min (312.7). Gauges: 0.10 psi divisions at 10 psi or less; 1 psi divisions over 10 up to 100 psi (312.1.1).
Each test comes before the inspection that lets the work be covered, and the final test comes after the fixtures are set.

Who tests, and who watches

Section 312.1 puts the test on the permit holder. The holder gives the code official reasonable advance notice that the work is ready, furnishes the equipment, material, power and labor, and is responsible for knowing that the work will withstand the test pressure. Section 108.4 adds that the code official observes the test, and 108.4.2 repeats that the holder furnishes everything. Piping is tested with water or, for piping systems other than plastic, with air. After the fixtures are set and their traps are filled with water, the whole drainage system gets a final test. Where necessary, the code official requires cleanouts to be removed to show that the pressure reached every part of the system (312.1).

The drain and vent water test (312.2)

A water test can cover the whole system or one section at a time. To test the whole system, close every opening except the highest and fill the system to the point of overflow. To test in sections, plug every opening except the highest ones in the section under test and fill that section, but never with less than a 10-foot head of water. As the test moves up the building, the upper 10 feet of the section just tested is tested again with the next one, so that no joint or pipe, except the uppermost 10 feet of the system, sees less than a 10-foot head. The pressure is held not less than 15 minutes, and the system must then be tight at all points. A column of water 10 feet high is 4.33 psi (Lesson 7), so this is a gentle test, read by the water level and a dry joint and not by a gauge.

The air test and its limit (312.3)

Air is the alternative where a water test is not practical, but plastic piping is never tested with air. The test forces air into the system until there is a uniform gauge pressure of 5 psi, or enough to balance a 10-inch column of mercury, and holds it not less than 15 minutes. Any adjustment for a change in ambient temperature or for the seating of gaskets is made before the 15 minutes begin, so a cooling pipe does not cause a false failure. On a job with plastic drain and vent piping, the plastic rule leaves the water test as the only choice.

The final test and the smoke test (312.4)

The final test of the completed drainage and vent systems is visual and detailed enough to judge compliance with the code. If a smoke test is used, all traps are filled with water and a pungent, thick smoke from one or more smoke machines goes into the entire system. When smoke shows at the stack openings on the roof, those openings are closed and a pressure equal to a 1-inch water column is held for not less than 15 minutes. Because this test runs after the fixtures are set, it checks the finished system and not just the pipe in the wall.

The water supply test (312.5)

A completed section of the water supply system, or the whole system, is tested and proved tight under a water pressure not less than the working pressure of the system. For piping systems other than plastic, an air test of not less than 50 psi is the alternative. Either pressure is held not less than 15 minutes, and the test water must come from a potable source, because it wets pipe that will carry drinking water. For example, a system behind a pressure-reducing valve set at 65 psi has a working pressure of 65 psi (Lesson 6), so the test is not less than 65 psi. Ask the inspector how the local office reads working pressure before the day of the test.

Building sewers and storm drains (312.6 to 312.8)

Both building sewer tests plug the end of the sewer at the point where it meets the public sewer. A gravity sewer is filled with water to a head of not less than 10 feet and held for 15 minutes (312.6). A forced sewer, the discharge line from an ejector or pump (Lesson 9), is tested at a pressure 5 psi greater than the pump rating for 15 minutes (312.7). Storm drain systems inside a building are tested by water or air under 312.2 or 312.3 (312.8), so the ban on air for plastic applies to them too (Lesson 13).

Test gauges (312.1.1)

A test is only as good as the gauge that reads it. Section 312.1.1 sets the finest division the gauge may have, by the pressure being tested.

Test pressureGauge increments, not larger thanExample
10 psi or less0.10 psi5 psi air test of drain and vent piping
Over 10 psi, up to 100 psi1 psi65 psi supply test; 50 psi air supply test; forced sewer test
Over 100 psi2 psiHigh-pressure tests

One gauge seldom serves both a drain air test and a supply test, so a crew usually needs a low-range gauge and a second one for the supply.

Key numbers: Section 312 tests
  • Drain and vent water test: at least a 10 ft head on every section, 15 minutes (312.2)
  • Drain and vent air test: 5 psi, 15 minutes, never on plastic (312.3)
  • Smoke test: 1 in water column, 15 minutes, traps filled first (312.4)
  • Water supply: not less than working pressure, or air at 50 psi or more for piping other than plastic; 15 minutes; potable water (312.5)
  • Gravity sewer: 10 ft head, 15 minutes. Forced sewer: pump rating plus 5 psi, 15 minutes (312.6, 312.7)
  • Storm drain inside a building: water or air per 312.2 or 312.3 (312.8)
  • Gauges: 0.10 psi divisions at 10 psi or less, 1 psi up to 100 psi, 2 psi above (312.1.1)
  • Shower liner: at least 2 in of water at the threshold, 15 minutes, no leakage (312.9). Backflow assemblies: tested at installation, after repair or relocation, and at least annually (312.10)

Worked example. A three-story clinic has a drain and vent stack that reaches 36 feet above the building drain. Lesson 7 put a 10-foot column at 4.33 psi, so each foot adds 0.433 psi. Filled to the roof opening as one system, the lowest joints carry 36 x 0.433, or 15.6 psi, so the plugs and test fittings at the bottom must be rated for it. Tested in sections, each section needs only its 10-foot minimum, which is 4.33 psi at the bottom of that head. The water supply behind a 65 psi valve is tested at not less than 65 psi with a gauge in 1 psi steps. The ejector's forced sewer, on a pump rated at 20 psi, is tested at 25 psi. The same 5 psi air test on a cast-iron drain would need a gauge in 0.10 psi steps.

Other tests: shower liners and backflow assemblies (312.9, 312.10)

Two more tests turn up on commercial and multifamily jobs. Where a shower floor or receptor is made watertight with a liner, the finished liner is tested with the drain plugged and potable water at least 2 inches deep at the threshold. A temporary threshold is built if none is 2 inches high. The water stays 15 minutes with no sign of leakage (312.9). Backflow prevention assemblies and air gaps get an annual inspection, and the testable assemblies, such as reduced pressure and double check assemblies and pressure vacuum breakers, are tested at installation, immediately after repair or relocation, and at least annually (312.10). For an owner, that annual test belongs on the building's maintenance calendar (Lesson 7).

The inspections (Section 108)

Lesson 1 introduced the three inspections. Here they sit beside the tests. The underground inspection is made after trenches are excavated and bedded and piping is installed, and before any backfill. The rough-in inspection is made after the roof, framing, fireblocking, firestopping, draftstopping and bracing are in place and all sanitary, storm and water distribution piping is roughed in, and before wall or ceiling membranes. The final inspection is made after the building is complete, the fixtures are in place and connected, and the structure is ready for occupancy (108.2). The permit holder schedules each one, notifies the code official when work is ready, and provides access (108.2.2).

Inspection (108.2)Work must beTests that normally go with it
UndergroundBedded and piped, before backfillBuilding sewer test (312.6 or 312.7); underground drain water test
Rough-inRoughed in, before wall or ceiling membranesDrain and vent water or air test; supply test
FinalComplete, fixtures set and connectedFinal test (312.4); backflow assembly tests (312.10)

Section 312 does not name the inspection at which each test happens, so the last column is normal practice that follows from 108.2.3. That section says work does not go past an inspection point without the code official's approval, and any portion that fails must be corrected and stays uncovered until the code official authorizes it. Read together, the underground piping is tested and inspected before backfill, the drain, vent and supply piping before the walls close, and the fixtures at the end. Section 108.1 keeps the work visible until approved and puts the cost of opening it back up on the permit applicant, not the jurisdiction.

Four smaller rules round out Section 108. The code official may accept reports of approved inspection agencies (108.2.4). For an alternative engineered design plumbing system, the registered design professional or a designated inspector inspects periodically, keeps records, and submits a written final report certifying conformance, and no notice of approval issues until that certification is in (108.3). Testing is not required where the work adds, replaces, alters or relocates no water supply, drainage or vent piping (108.4.1). And work that fails a test or inspection is corrected and resubmitted for inspection and testing (108.4.3). When tests and inspections show compliance, the code official issues the notice of approval (111.1), and no one connects a permitted building to a utility or sewer until the code official authorizes it (112.1). A temporary connection for testing may be authorized (112.2).

In the field

A GCHS inspector arrives to observe a supply test on a six-unit apartment rehab. The plumber has a gauge marked in 5 psi steps on the line, the test water is being pumped from a rain barrel on the site, and no one gave advance notice. Three things to check against Section 312: the gauge must read in 1 psi steps or finer for a test above 10 psi (312.1.1), the water must come from a potable source (312.5), and the permit holder must give reasonable advance notice and furnish the equipment (312.1). Under 108.2.3 nothing gets covered until the inspector releases it, so a retest costs a day and not a wall.

Course review

The review below walks the six modules in order and repeats the numbers used most often. It teaches nothing new, and every value carries the same hedges as its lesson. Where a lesson said to check the adopted code, do the same here.

Module 1: Administration and General Regulations (Lessons 1 and 2)

Every job starts with which code binds. Lesson 1's dated check found that Texas cities choose either the Uniform Plumbing Code or the IPC, and that Houston has enforced the 2021 Uniform Plumbing Code with local amendments since early January 2024. This course teaches the IPC as the model and does not teach UPC section numbers. Lesson 2 gathered the rules for every job: marking, protection, trenching, supports and toilet rooms.

Key numbers: Lessons 1 and 2
  • Three 180-day clocks: an application is abandoned after 180 days (106.3.2), a permit is void if work does not start within 180 days or stops for 180 days (106.5.3), and one extension of up to 180 days costs half the fee (106.5.4)
  • Three inspections: underground, rough-in, final (108.2). Notice of approval (111.1). No utility connection until authorized (112.1)
  • Strainer plate openings not over 1/2 in (304.2). Plastic sheathing at least 0.008 in (305.1). Shield plate No. 16 gage where pipe is less than 1-1/4 in from the framing edge (305.6)
  • Exterior water piping: 6 in below the frost line and at least 12 in below grade (305.4). Building sewer depth is left blank in the model code (305.4.1)
  • Backfill in 6 in layers, with the crown covered by 12 in of tamped earth (306.3)
  • Hangers: ABS and PVC every 4 ft horizontal and 10 ft vertical; cast iron every 5 ft, or 10 ft with 10 ft lengths (Table 308.5)
  • Condensate slope 1/8 in per ft (1 percent), pipe at least 3/4 in (314.2.1, 314.2.2)

Module 2: Fixtures (Lessons 3 and 4)

Lesson 3 counted fixtures: get the occupant load, split it by sex, apply the ratio to each half, round every fraction up, then substitute urinals within the limit. Lesson 4 set them: centerlines, compartments, flow rates and temperature limits. The ratios are Table 403.1 values, and Houston's Uniform Plumbing Code has its own fixture table, so the adopted code gives the actual count.

Key numbers: Lessons 3 and 4
  • Restaurant: water closets 1 per 75 each sex, lavatories 1 per 200, drinking fountain 1 per 500. Business: water closets 1 per 25 for the first 50 then 1 per 50; lavatories 1 per 40 for the first 80 then 1 per 80 (Table 403.1)
  • Half the load per sex, every fraction rounded up (403.1.1). Separate-sex rooms not required at a load of 15 or fewer, business 25 or fewer, mercantile 100 or fewer (403.2)
  • Travel to toilet rooms: one story and 500 ft; malls 300 ft (403.3.3, 403.3.4)
  • Urinals may replace up to 67 percent of water closets in assembly and educational occupancies and 50 percent elsewhere, rounded down (424.2)
  • Fixture centerline 15 in to a side wall, 30 in between fixtures, 21 in clear in front. Closet compartment 30 in wide and 60 in deep floor-mounted, 56 in wall-hung (405.3.1)
  • Shower compartment 900 sq in and 30 in least dimension. Shower and tub valves limited to 120 degrees F. Public lavatory water 85 to 110 degrees F (421.4, 412.3, 419.5)
  • Water closet 1.6 gallons per flush, urinal 1.0, public lavatory 0.5 gpm at 60 psi, shower 2.5 gpm at 80 psi (Table 604.4)

Module 3: Water Heaters and Water Supply (Lessons 5 to 7)

Lessons 5 to 7 followed the water from the heater and the street main to the fixture. Heaters are about access, relief valves, discharge pipes and pans. The supply is about pressure, separation from the sewer, and keeping the potable water safe from backflow.

Key numbers: Lessons 5 to 7
  • Heater working space 30 in by 30 in (502.5). Attic passageway 30 in high, 22 in wide, 20 ft long at most (502.3)
  • Relief valve: 210 degrees F maximum, pressure setting the lesser of the tank working pressure or 150 psi, temperature sensing in the top 6 in (504.4.1, 504.5)
  • Discharge pipe ends at an air gap, 2 pipe diameters to 6 in above the floor or rim, with no threads. Pan 1-1/2 in deep with a 3/4 in drain (504.6, 504.7.1)
  • Water service at least 3/4 in; 5 ft horizontal from the sewer, or sleeved, or 12 in above it (603.1, 603.2)
  • Pressure-reducing valve with a strainer above 80 psi static, set to 80 or less (604.8). Flow pressure at the fixture from 8 psi up to 35 to 45 psi for flushometer closets (Table 604.3)
  • Hot or tempered piping: 50 ft developed length; tempering limit 110 degrees F (607.2, 607.1.2)
  • Air gap and RP assembly work for any hazard; double check only for low hazard; vacuum breakers guard backsiphonage only, with atmospheric types 6 in above the flood level rim and pressure types 12 in above downstream piping (Table 608.1, 608.14.5, 608.16.4). Away from a wall, air gaps are 1 in at a lavatory, 1-1/2 in at a sink, 2 in at a bath filler (Table 608.16.1)
  • Disinfection: 50 ppm for 24 hours or 200 ppm for 3 hours (610.1)

Module 4: Sanitary Drainage and Indirect Waste (Lessons 8 to 10)

Lessons 8 to 10 followed the waste out: slope and cleanouts, fixture units and pipe sizes, then indirect waste, traps and interceptors. The dfu tables are the most likely place to carry a wrong number into a real permit, so use the adopted code's tables.

Key numbers: Lessons 8 to 10
  • Building drain ends 30 in past the exterior wall. Minimum slope 1/4 in per ft for 2-1/2 in and smaller, 1/8 for 3 to 6 in, 1/16 for 8 in and larger; 1/4 upstream of a grease interceptor (Table 704.1)
  • Cleanouts every 100 ft, at the building drain and sewer junction or within 10 ft upstream, and at turns over 45 degrees; clearance 18 in (pipe 6 in and smaller) or 36 in (8 in and larger) (708.1)
  • Drainage fixture units: public water closet 4, private 3, lavatory 1, service sink 2, floor drain 2, drinking fountain 1/2 (Table 709.1)
  • At 1/8 in per ft a building drain carries 36 dfu (3 in), 180 (4 in), 700 (6 in). Horizontal branch: 20 dfu (3 in), 160 (4 in). Smallest building drain serving a water closet is 3 in (Table 710.1(1), 710.1(2))
  • Sump pit 18 in across and 24 in deep (712). Backwater valve for fixtures below the next upstream manhole cover (714)
  • Air gap at least 2 times the effective opening (802.3.1). Trap seal 2 to 4 in; fixture outlet no more than 24 in above the weir and 30 in horizontal from the trap; building traps prohibited (1002)
  • Hydromechanical grease interceptor holds 2 lb per gpm rated; gravity interceptor holds peak gpm times 30 minutes, at least 500 gal. Garage oil separator 6 cu ft for the first 100 sq ft plus 1 cu ft per added 100 sq ft (1003)

Module 5: Venting (Lessons 11 and 12)

Vents keep pressure swings at a trap seal to 1 inch of water column (901.2). Lesson 11 covered terminals, connections and trap-to-vent distance, and Lesson 12 the venting methods and vent sizes. The height a vent must clear the roof is a blank in the 2021 model text, so it is left to the adopted code, and no lesson in this course quotes a value for it.

Key numbers: Lessons 11 and 12
  • Roof extension height: blank in the model text (903.1.1); use the adopted code. Occupied roof: 7 ft (903.1.2). Sidewall vent: 10 ft from the lot line and 10 ft above grade (903.1.4)
  • Terminal within 10 ft horizontally of an openable window or air intake must be at least 3 ft above the opening (903.5)
  • Vent stack at five or more branch intervals (904.2). A dry vent rises to 6 in above the flood level rim before it turns (905.4)
  • Trap to vent: 5, 6 and 8 ft at 1/4 in per ft for 1-1/4, 1-1/2 and 2 in traps; 12 and 16 ft at 1/8 in per ft for 3 and 4 in. Water closets are not limited by the table (Table 909.1)
  • Wet vent limited to two bathroom groups; circuit vent at most eight fixtures, with a relief vent when four or more water closets connect; waste stack vent takes no water closets or urinals; combination waste and vent drop no more than 8 ft (912, 914, 913, 915)
  • Air admittance valve: individual and branch types 4 in above the branch, stack type 6 in above the rim (918.4)
  • Other vents at least half the drain size and at least 1-1/4 in; one size larger past 40 ft (906.2)

Module 6: Storm Drainage, Special Systems, and Review (Lessons 13 and 14)

Lesson 13 turned a rainfall rate and a roof area into gallons per minute, and this lesson proved the finished work with tests and inspections. The rainfall rate is a design value looked up for the site, not a code number, and the constant in the flow equation is worth checking in the adopted code.

Key numbers: Lessons 13 and 14
  • Size for the 100-year, one-hour rainfall rate from the maps or approved local data (1106.1). Flow Q in gpm equals R times A divided by 96.2, adding half the area of any wall that sheds onto the roof (1106.4)
  • Secondary drainage where the roof edge could trap water (1108.1). Scupper opening at least 4 in high, discharging where someone will see it (1106.5, 1108.2)
  • Storm water never enters a sewer meant for sewage only, and no floor drain connects to a storm drain (1101.3, 1104.2). Storm piping is never reduced in the direction of flow (1101.5)
  • Medical gas piping follows NFPA 99 (Chapter 12). Nonpotable water: filter to 100 microns, chlorine 4 ppm, signs with letters at least 0.5 in high (Chapter 13)
  • Tests: 10 ft head and 15 minutes for water; air at 5 psi for drains and 50 psi for supply, never on plastic; supply at working pressure; forced sewer at pump rating plus 5 psi (Section 312)
  • Inspections: underground before backfill, rough-in before wall or ceiling membranes, final when fixtures are connected; nothing covered until approved (108.2, 108.2.3)

The practice exam

The practice exam is the next step. It draws 60 questions, weighted by each topic area's share of the question bank, with a 120-minute time limit. It is a practice tool GCHS built for its own staff development. On an actual project, the locally adopted code, not this course, governs.

Practice questions

1. A Group B clinic addition uses PVC for its drain and vent piping. At rough-in the plumber proposes to test the system with air instead of water. Under 2021 IPC 312.3, what applies?

  1. Air is allowed if the pressure is held for 30 minutes
  2. Air is allowed if the test pressure stays under 5 psi and the piping is rated for it
  3. Plastic piping is never air tested, so the PVC system must be water tested
  4. Air is allowed if the code official is present to watch

2. A three-story Group R-2 building's drain and vent system is water tested one section at a time. Under 312.2, what is the least head of water any section may see, and how long is the pressure held?

  1. A 10-foot head, held not less than 15 minutes
  2. A 5-foot head, held 15 minutes
  3. A 10-foot head, held 5 minutes
  4. A 5-foot head, held 30 minutes

3. The copper water supply piping in a new Group A-2 restaurant has a working pressure of 65 psi and is tested with potable water. Under 312.5, what is the least test the code accepts?

  1. 5 psi, held 15 minutes
  2. 50 psi, held 5 minutes
  3. Twice the working pressure, 130 psi, held 15 minutes, because copper needs a higher test
  4. Not less than the 65 psi working pressure, held not less than 15 minutes

4. A Group B office's cast-iron drain and vent piping is air tested at 5 psi. Under 312.1.1, the test gauge must have increments of:

  1. 1 psi or less
  2. 0.10 psi or less
  3. 2 psi or less
  4. 5 psi or less

5. A sewage ejector in the basement of a Group A-3 community hall pumps through a forced building sewer. The pump is rated at 20 psi. Under 312.7, what is the test?

  1. Plug the end at the public sewer connection, fill to a 10-foot head, and hold it 15 minutes as for a gravity sewer
  2. Hold 20 psi, the pump rating, for 15 minutes
  3. Plug the end at the public sewer connection and hold 25 psi, 5 psi over the pump rating, for 15 minutes
  4. Hold 50 psi of air for 15 minutes

6. On the rough-in of a Group B medical office, who furnishes the equipment, material and labor for the plumbing tests, and who observes them, under 108.4?

  1. The permit holder furnishes them, and the code official observes
  2. The code official furnishes the equipment, and the permit holder observes
  3. The jurisdiction supplies the labor and equipment, and the code official observes
  4. The permit holder tests alone and mails the results to the code official

7. At the rough-in inspection of a Group R-2 building, the drain test shows a leaking joint on the second floor. The drywall crew is scheduled to hang board on Monday. What do 108.2.3 and 108.4.3 require?

  1. Hang the board and retest at the final inspection
  2. Leave the joint and list it on the final inspection request
  3. Cover it once the plumber signs and dates a written statement that the leaking joint was repaired
  4. Correct the joint, resubmit for inspection and testing, and keep it uncovered until authorized

8. A GCHS estimator is pricing a plumbing rehab of a Group B office in Houston and plans to use 2021 IPC section numbers and fixture counts. What is the right first step (Lesson 1)?

  1. Go ahead, because every Texas city has adopted the IPC
  2. Confirm the adopted code first, because Houston enforces the 2021 Uniform Plumbing Code with local amendments
  3. Go ahead, because Houston enforces the 2015 IPC
  4. Use the 2015 Uniform Plumbing Code, which Houston still enforces with local amendments for all rehab work in offices

9. New exterior water supply piping serves a Gulf Coast community building where the frost depth is only 4 inches. Under 305.4 (Lesson 2), what is the minimum burial depth?

  1. 4 inches below grade, the frost depth
  2. 6 inches below grade
  3. 12 inches below grade, which controls over 6 inches below the frost line
  4. 10 inches below grade, the frost depth plus 6 inches, taken as the controlling depth

10. A Group B office needs 6 water closets in its men's room. Under 424.2 (Lesson 3), how many urinals may replace some of them?

  1. Up to 3, because urinals may replace 50 percent of water closets in a business occupancy
  2. Up to 4, because urinals may replace 67 percent of the water closets in any occupancy type
  3. Up to 2, because only one third may be replaced
  4. None, because urinals never count toward the minimum

11. A roofer asks how many inches a vent must extend above the flat roof of a Group B clinic. What does the 2021 IPC text set for that height (Lesson 11)?

  1. 6 inches
  2. 12 inches
  3. 7 feet, the same as an occupied roof
  4. The number is left blank in the model text, so the jurisdiction supplies it and the adopted code must be read

12. In a Group A-3 community center rehab, the rough-in for two adjacent water closets with no divider shows centerlines 26 inches apart, and the first closet is 13 inches from the side wall. Under 405.3.1 (Lesson 4), what are the minimum centerline distances?

  1. 24 inches between the fixtures and 12 inches to the side wall
  2. 30 inches between the fixtures and 15 inches to the side wall
  3. 30 inches between the fixtures and 12 inches to the side wall
  4. 36 inches between the fixtures and 18 inches to the side wall

13. A gas water heater in a Group B mechanical room has a relief valve with a 3/4 inch outlet. Under 504.6 (Lesson 5), how far above the floor may the discharge pipe end?

  1. At least 6 inches and not more than 12 inches
  2. Not more than 1 inch, so it cannot splash
  3. At least 1 1/2 inches and not more than 6 inches
  4. Any height, if it connects directly to the floor drain

14. A restaurant's water main reads 95 psi static at the meter. What does 604.8 (Lesson 6) require?

  1. A pressure-reducing valve with a strainer, set to not more than 80 psi static
  2. Nothing, because the limit is 100 psi
  3. A booster pump to raise the pressure to 100 psi
  4. A pressure-reducing valve with a strainer, set to not more than 60 psi static at the meter

15. A mop sink in a Group A-3 fellowship hall has a faucet with a hose thread outlet. Under 608.16 (Lesson 7), what protects the potable supply?

  1. An air gap of 1 inch
  2. A double check assembly at the faucet spout, because a mop sink is a moderate hazard
  3. Nothing, because a mop sink is a low hazard
  4. A vacuum breaker, because a hose thread outlet may not use an air gap

16. A 4 inch building sewer at a clinic annex runs 120 feet to the public sewer at the minimum slope. Under 704.1 (Lesson 8), how much must it fall over that run?

  1. 30 inches, at 1/4 inch per foot
  2. 15 inches, at 1/8 inch per foot
  3. 7.5 inches, at 1/16 inch per foot
  4. 12.5 inches, the fall in 100 feet

17. A one-story Group A-3 community building has 39 dfu draining to a 3 inch building drain at 1/8 inch per foot. Under Table 710.1(1) (Lesson 9), what is the result?

  1. It fails: a 3 inch drain carries only 36 dfu at that slope, so it needs a larger pipe or steeper slope
  2. It passes, because a 3 inch building drain carries 42 dfu at any slope, and 39 dfu is under that limit
  3. It passes, because a 3 inch drain carries 180 dfu
  4. It fails, and only a 6 inch drain would work

18. A 2 inch waste pipe from a walk-in cooler in a Group A-2 restaurant drains indirectly to a floor sink. Under 802.3.1 (Lesson 10), what is the smallest air gap?

  1. 1 inch
  2. 2 inches, equal to the pipe diameter
  3. 4 inches, twice the effective opening
  4. 6 inches

19. A 2 inch fixture drain in a Group B restroom has an individual vent 45 feet long. Under 906.2 (Lesson 12), what is the smallest vent size?

  1. 1 inch, half the drain size, which is the smallest vent the table allows for a 2 inch drain
  2. 1 1/4 inch, the minimum vent size
  3. 2 inch, the full drain size
  4. 1 1/2 inch, because a vent over 40 feet grows one size above the 1 1/4 inch minimum

20. A flat roof on a Group B clinic is 40 by 50 feet with no walls shedding onto it, and the given design rate is 4 inches per hour. Using Q = R x A / 96.2, what is the flow (Lesson 13)?

  1. About 42 gpm
  2. About 83 gpm
  3. About 166 gpm
  4. About 20 gpm

Glossary

Head of water
The height of a column of water above a point, which sets the pressure there. A 10-foot head is 4.33 psi, and 312.2 and 312.6 use it as the minimum drain and sewer test.
Water test
A leak test that fills the drain and vent system, or a section of it, with water and holds the pressure not less than 15 minutes (312.2).
Air test
A leak test at 5 psi for drain and vent piping, or at least 50 psi for water supply piping, allowed only for piping other than plastic (312.3, 312.5).
Smoke test
A final test that puts thick smoke into a system whose traps are filled with water, then holds a 1-inch water column for 15 minutes once smoke shows at the roof (312.4).
Forced sewer
A building sewer that is pumped, tested at 5 psi above the pump rating for 15 minutes (312.7).
Underground inspection
The first required inspection, made after the trench is excavated and bedded and the piping is installed, and before any backfill (108.2).
Rough-in inspection
The second required inspection, made after framing and fire protection are in place and all piping is roughed in, and before wall or ceiling membranes (108.2).
Notice of approval
The written approval a code official issues after the prescribed tests and inspections show that the work complies (111.1).