BuildingCodePros
You will have 2 hours to complete your exam.
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Residential Building Inspector (B1)
60 Questions
2 Hours
1 / 60
1. What is the required extent of the ice barrier for BIPV roof panels in areas with historical ice damming?
R905.16.4
2 / 60
2. 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
3 / 60
3. What is the maximum allowable span for a 2-2×4 header supporting a roof and ceiling in a 12-foot-wide building with a 30 psf ground snow load?
R602.7(1)
4 / 60
4. How long does a permit remain valid if work does not commence?
R105.5
5 / 60
5. What is the minimum time that each coat of cement plaster must be kept moist before applying the next coat?
R702.2.2.1
6 / 60
6. What is the minimum required width for a shower stall?
R327.1
7 / 60
7. What is the minimum required bearing length for joists in masonry construction, except as otherwise specified?
R606.6.3.1
8 / 60
8. What is the maximum stud spacing allowed for Structural Fiberboard Sheathing (SFB) bracing?
R602.10.4
9 / 60
9. When are cuts, notches, or holes allowed in engineered wood products such as trusses, glue-laminated members, or I-joists?
R802.7.2
10 / 60
10. What is the minimum required net area of ventilation opening for a crawl space?
R408.1
11 / 60
11. When must truss design drawings be approved by the building official?
R802.10.1
12 / 60
12. Which ASTM standard applies to EPDM (Ethylene Propylene Diene Monomer) single-ply roofing?
R905.12.2
13 / 60
13. What is the minimum required penetration of screws into wood when attaching gypsum board to wood framing?
R702.3.5.1
14 / 60
14. In cold-formed steel framing, under what condition is the required number of screws for header-to-king stud connections permitted to be reduced by half?
R603.7(2)
15 / 60
15. What standard can be used as an alternative for designing and constructing concrete slab-on-ground floors?
R506.1
16 / 60
16. What is the minimum allowable stud thickness for exterior and interior load-bearing cold-formed steel walls when reduced to the next thinner size?
R603.3.2
17 / 60
17. What is the minimum grade requirement for blocking and subflooring materials?
R502.2.2
18 / 60
18. How must deck beams be connected to supporting members to prevent lateral displacement?
R507.5.2
19 / 60
19. What is the maximum allowable height difference between the threshold of an egress door and the landing outside?
R318.3.1 (Exception)
20 / 60
20. For a 8-inch waffle-grid basement wall with 9 feet of unsupported wall height, 6 feet of unbalanced backfill, and GM soil, what is the minimum required vertical reinforcement?
Table R404.1.3.2(6)
21 / 60
21. In windborne debris regions, what test standards must impact protective systems comply with for impact resistance?
R609.6.2
22 / 60
22. How must roof rafters be connected to a ridge member?
R804.3.2.4
23 / 60
23. What is required between exterior masonry veneer supported by wood and veneer supported by the foundation?
R703.8.2
24 / 60
24. What happens if a permit was issued in error?
R105.6
25 / 60
25. Which of the following bracing methods do NOT require interior finish material opposite the braced wall panel?
R602.10.4.3
26 / 60
26. According to the IRC, how must deck posts be restrained laterally when bearing on concrete footings?
R507.4.1
27 / 60
27. How must precast concrete foundation wall panels be identified?
R404.5.3
28 / 60
28. How does the horizontal reinforcement requirement change for concrete basement walls greater than 8 feet in height?
R404.1.3.2(1)
29 / 60
29. What is the minimum required bearing for a joist on masonry or concrete?
R502.6
30 / 60
30. What is the minimum required clearance between unlisted combustion air ducts and combustibles within 5 feet of the outlet?
R1006.3
31 / 60
31. What is the maximum allowable design live load for sleeping areas and attics with fixed stairway access?
R502.3.1
32 / 60
32. What is the minimum footing size (width × thickness in inches) required for a 3-story with basement, light-frame with brick veneer slab-on-grade structure with a 20 psf roof live load and 1,500 psf soil bearing capacity?
Table R403.1(2)
33 / 60
33. What is the required nail spacing when installing 1/2-inch gypsum board to ceiling framing spaced 16 inches on center, applied parallel to framing, without adhesive?
Table R702.3.5
34 / 60
34. What is the maximum allowable span for a 2×10, SS 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 30 psf?
Table R802.4.1
35 / 60
35. When using anchor bolts in concrete, what is the minimum required embedment depth?
R603.3.1
36 / 60
36. According to the IRC, no more than what fraction of the required braced wall panel length can be located to one side of a braced wall line?
R602.10.1.2
37 / 60
37. What is the maximum allowable variation from the specified location of vertical reinforcement in basement walls?
R404.1.3.3.7.2
38 / 60
38. What reference should be used to determine the maximum allowable spans for wood structural panel roof sheathing?
R803.2.2
39 / 60
39. What is the minimum ceiling height required for habitable rooms?
R313.1
40 / 60
40. What is the maximum thickness of cement plaster allowed on monolithic concrete ceilings?
Table R702.1(1)
41 / 60
41. What is the minimum lap required for fiber-cement lap siding?
R703.10.2
42 / 60
42. What is the maximum allowable slump for concrete placed in removable forms?
R404.1.3.3.4
43 / 60
43. What is the minimum footing size (width × thickness in inches) required for a 3-story light-frame with brick veneer crawl space structure with a 50 psf roof live load and 1,500 psf soil bearing capacity?
44 / 60
44. What is the maximum spacing for anchor bolts securing a sill plate to a foundation wall?
R403.1.6
45 / 60
45. What does ‘Construction Documents’ refer to in the 2024 IRC?
Chapter 2
46 / 60
46. What is the maximum allowable span for a 2×10, #1 grade Hem-fir rafter spaced 16 inches apart, with a dead load of 20 psf, ceiling not attached, and a roof live load of 70 psf?
47 / 60
47. For a 2-2×10 header supporting a roof, ceiling, and one clear-span floor in a 36-foot-wide building with a 30 psf snow load, what is the maximum allowable span?
48 / 60
48. What is the maximum allowable building length perpendicular to the joist or truss span for exterior and interior load-bearing cold-formed steel wall framing?
R603.1.1
49 / 60
49. What is the maximum height of the bottom of the clear opening above the floor for an emergency escape opening?
R319.2.3
50 / 60
50. Can local, state, or federal laws override the provisions of the IRC?
R102.2
51 / 60
51. What is the maximum allowable slope for a ramp not serving an egress door?
R318.8.1
52 / 60
52. What is the purpose of lateral restraint at the ends of joists?
R502.7
53 / 60
53. According to cold-formed steel framing requirements, what is the minimum percentage of the braced wall line length that must consist of full-height sheathing?
R603.9.2
54 / 60
54. What must be included in precast concrete foundation wall design drawings submitted for approval?
R404.5.2
55 / 60
55. Cold-formed steel roof framing is limited to what maximum ultimate design wind speed under the standard applicability limits?
R804.1.1
56 / 60
56. What is required for sawn lumber to be used for load-supporting purposes?
R802.1.1
57 / 60
57. What is the maximum allowable joist spacing for ¾-inch sanded plywood combination subfloor underlayment?
Table R503.2.1.1(2)
58 / 60
58. What is required when attaching a frost-protected shallow foundation to an unheated slab-on-ground structure?
R403.3.1.1
59 / 60
59. What is the minimum required thickness of a granular base placed over compacted earth in a pressure preservative-treated wood floor system?
R504.2.1
60 / 60
60. What is the presumptive load bearing capacity of Sand?
R401.4.1
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