BuildingCodePros
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Residential Building Inspector (B1)
60 Questions
2 Hours
1 / 60
1. How must wood deck beam plies be fastened together according to the IRC?
R507.5
2 / 60
2. In openings in roof and ceiling framing, what is required when the header joist span exceeds 4 feet?
R802.9
3 / 60
3. In buildings assigned to Seismic Design Category D0, D1, or D2, what is the minimum nominal thickness required for plain masonry foundation walls?
R404.1.4.1
4 / 60
4. What is the minimum required design live load for living areas in residential structures according to the IRC?
R502.3
5 / 60
5. For a 8-inch nominal flat concrete basement wall with 8 feet of unsupported wall height, 4 feet of unbalanced backfill, and GP soil, what is the minimum required vertical reinforcement?
Table R404.1.3.2(3)
6 / 60
6. What is the maximum allowable offset between opposing rafters framed to a ridge board?
R802.4.2
7 / 60
7. What must be ensured regarding the continuity of vertical reinforcement in concrete walls between stories?
R608.6.3
8 / 60
8. What is the presumptive load bearing capacity of Sandy Gravel?
R401.4.1
9 / 60
9. What is required between exterior masonry veneer supported by wood and veneer supported by the foundation?
R703.8.2
10 / 60
10. What is the required fire rating for common walls separating townhouses without sprinklers?
R302.2.2
11 / 60
11. What is the required fastener type and spacing for continuous headers to studs?
Table R602.3(1)
12 / 60
12. If the depth-to-thickness ratio exceeds 6 to 1, how must rafters and ceiling joists be supported laterally?
R802.8.1
13 / 60
13. What is the minimum lap length required for joists framing from opposite sides over a bearing support?
R502.6.1
14 / 60
14. According to the IRC, how must deck posts be restrained laterally when bearing on concrete footings?
R507.4.1
15 / 60
15. How is the required length of cripple wall bracing determined?
R602.10.10
16 / 60
16. What is the maximum unsupported height allowed for masonry piers relative to their least dimension?
R606.7
17 / 60
17. What is the maximum allowable joist spacing for ¾-inch sanded plywood combination subfloor underlayment?
Table R503.2.1.1(2)
18 / 60
18. How long must the building official retain official records?
R104.7
19 / 60
19. How must concrete foundation walls that support light-frame walls be designed and constructed?
R404.1.3
20 / 60
20. What is the minimum required size for plate washers used in wall anchorage for buildings in Seismic Design Categories D0, D1, and D2, and townhouses in Seismic Design Category C?
R602.11.1
21 / 60
21. For a 8-inch waffle-grid basement wall with 9 feet of unsupported wall height, 9 feet of unbalanced backfill, and GP soil, what is the minimum required vertical reinforcement?
Table R404.1.3.2(6)
22 / 60
22. What is the purpose of lateral restraint at the ends of joists?
R502.7
23 / 60
23. What is the minimum embedment for anchor bolts into a foundation?
R403.1.6
24 / 60
24. What requirement must engineered wood rim boards meet to comply with the IRC?
R502.1.7
25 / 60
25. According to the IRC, how must wall sheathing be fastened in wood-framed exterior walls?
R602.3
26 / 60
26. For a 8-inch waffle-grid basement wall with 10 feet of unsupported wall height, 6 feet of unbalanced backfill, and SM soil, what is the minimum required vertical reinforcement?
27 / 60
27. What minimum thickness of polyethylene film must be applied over below-grade portions of wood foundation walls before backfilling?
R406.3.2
28 / 60
28. What is the minimum number of fasteners required for each strip shingle?
R905.2.6
29 / 60
29. What standard must cross-laminated timber (CLT) be manufactured and identified under?
R602.1.6
30 / 60
30. What types of buildings does the IRC apply to?
R101.2
31 / 60
31. How should a building official respond if an alternative method is denied?
R104.2.2.2
32 / 60
32. When a bored hole in a load-bearing stud exceeds 40% of the stud depth, what is the required reinforcement?
R602.6
33 / 60
33. What is the maximum support spacing for 1/2-inch-thick gypsum lath?
R702.2.3
34 / 60
34. What is the maximum allowable span for a 2×10, #1 grade Spruce-pine-fir rafter spaced 16 inches apart, with a dead load of 20 psf, ceiling not attached, and a roof live load of 20 psf?
Table R802.4.1
35 / 60
35. According to the IRC, what design loads must decks be designed for?
R507.1
36 / 60
36. What is the minimum required egress width between two handrails for a stairway?
R318.7.1
37 / 60
37. What is the minimum yield strength required for steel reinforcement in buildings assigned to Seismic Design Category D0, D1, or D2?
R404.1.3.3.7.1
38 / 60
38. Which of the following is NOT a permitted material for waterproofing foundation walls in areas with a high water table or severe soil-water conditions?
R406.2
39 / 60
39. Load-bearing cold-formed steel studs must be located in-line with which structural elements?
R603.1.2
40 / 60
40. In areas with an average January temperature of 25°F or less, what is required for metal valley flashing underlayment on concrete and clay tile roofs with slopes less than 7:12?
R905.3.9
41 / 60
41. How must precast concrete foundation walls be designed?
R404.5.1
42 / 60
42. Which ASTM standard must grout conform to in masonry construction?
R606.2.12
43 / 60
43. What is the maximum allowable span for a 2×10, #2 grade Spruce-pine-fir rafter spaced 16 inches apart, with a dead load of 20 psf, ceiling attached, and a roof live load of 50 psf?
44 / 60
44. When is an exterior air supply not required for a fireplace?
R1006.1
45 / 60
45. What is the minimum allowable thickness for masonry foundation walls supporting brick veneered frame walls or 10-inch-wide cavity walls when the total wall height does not exceed 20 feet (6096 mm)?
R404.1.5.1
46 / 60
46. What does the term ‘Building Thermal Envelope’ refer to?
Chapter 2
47 / 60
47. When is blocking between rafters or roof trusses NOT required in Seismic Design Categories A, B, and C?
R602.10.8.2
48 / 60
48. What is the maximum number of risers allowed in a straight-run stairway before a landing is required?
R318.7.3
49 / 60
49. For wind pressures exceeding 30 psf, soffit materials not specifically addressed must be installed according to:
R704.3
50 / 60
50. What is the maximum allowable span for a 2×6, #2 grade Hem-fir ceiling joist spaced 16 inches apart, with a dead load of 5 psf and a live load of 10 psf?
Table R802.5.1(1)
51 / 60
51. Who has the authority to enforce the provisions of the IRC?
R104.1
52 / 60
52. For openings in roof and ceiling framing, when must approved hangers be used to connect header joists to trimmer joists?
53 / 60
53. What is the minimum nominal thickness required for wood structural panel exterior soffits?
R704.2.4
54 / 60
54. What is the required nail spacing when installing 5/8-inch gypsum board to ceiling framing spaced 24 inches on center, applied perpendicular to framing, without adhesive?
Table R702.3.5
55 / 60
55. What is the minimum square footage required for a habitable room?
R312.1
56 / 60
56. What is the minimum required height for a parapet wall separating townhouses?
R302.2.4
57 / 60
57. What types of floor systems are permitted to support interior masonry veneers?
R703.8.1
58 / 60
58. How must roof rafters be connected to a ridge member?
R804.3.2.4
59 / 60
59. When roll bracing is NOT aligned with each guard post, what are the minimum dimensions required for a timber edge framing member?
R502.11.2
60 / 60
60. What is the minimum required edge distance for screws used in steel-to-steel connections?
R603.2.5
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