2015 IRC Exam 3 of 4 (49-72) Flashcards

1
Q
49.  The minimum thickness of a concrete floor slab supported directly on the ground shall be not less than \_\_\_\_\_\_ in. 
(p149 - R506.1)
a.  3 
b.  3 ½ 
c.  4 
d.  4 ½
A

b. 3 ½

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2
Q
50.  Fill dirt of earth under a concrete slab supporting a floor shall be compacted a maximum of\_\_\_\_\_\_ inches. 
(p149 - R506.2.1)
a.  2 
b.  4 
c.  6 
d.  8
A

d. 8

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3
Q
51.  Plans call for a #6 rebar to be used in a footing. What is the nominal diameter of this bar? 
(p888)
a.  ½ inch 
b.  ¾ inch 
c.  7/8 inch 
d.  1 inch
A

b. ¾ inch

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4
Q
52.  What grade of stud may not be used in the wall framing of the first floor shown in the drawing?
(p161 - R602.3.1)
a.  number 3 
b.  const. grade 
c.  number 1 
d.  utility grade
A

d. utility grade

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5
Q
53.  The end joints of double top plates of an apartment building shall be offset at least \_\_\_\_\_\_ inches. 
(p161 - R602.3.2)
a.  12 
b.  36 
c.  48 
d.  60
A

c. 48

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6
Q
54.  Given: Trusses are installed at 24 inches on center.  Wall studs are framed 24 inches on center.  What is the maximum distance a truss shall bear within the stud below? 
(p161 - R602.3.2)
a.  16 inches 
b.  12 inches 
c.  5 inches 
d.  no requirement
A

c. 5 inches

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7
Q
55.  What is the minimum thickness of exterior plywood used for wall bracing if the stud spacing is 16 inches on center?
(p163 - Table R602.3.3) 
a.  5/8 inch 
b.  1/2 inch 
c.  3/8 inch 
d.  1/4 inch
A

c. 3/8 inch

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8
Q
56.  A plumber bores a hole in a 2 x 4 non load-beaiing wall.  What is the maximum size of the hole? 
(p166 - R602.6)
a.  2 ½ inches 
b.  2 ¼ inches 
c.  2 inches 
d.  1 ¾ inches
A

c. 2 inches

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9
Q
57.  What is the minimum size of board that may be used for a non-loading bearing header for an interior wall? 
(p166 - R602.7.4)
a.  2 X 4 
b.  2 x 6 
C.  2 X 8 
d.  2 x 10
A

a. 2 X 4

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10
Q
58.  What size header would be required for an opening in an interior load-bearing wall if the opening is 4 feet 8 inches wide. 
(p171 - Table)
a.  (2) - 2 X 4 
b.  (2) - 2 x 6 
c.  (2) - 2 X 8 
d.  (2) - 2 x 10
A

c. (2) - 2 X 8

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11
Q
59.  What is the minimum thickness of solid masonry that may be used in the wall when supporting a one story dwelling that is 9 feet tall? 
(p248 - R606.4.1)
a.  4 inches 
b.  6 inches 
c.  8 inches 
d.  10 inches
A

b. 6 inches

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12
Q
60.  What is the maximum height a parapet wall can be if the minimum size of unreinforced hollow masonry block is used?
(p248 - R606.4.4)
a.  36 inches 
b.  30 inches 
c.  24 inches 
d.  12 inch
A

c. 24 inches

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13
Q
61.  There shall be at least one metal tie for each \_\_\_\_\_ square feet of wall area when bonding a multi-wythe masonry wall together.
(p256 - R606.13.2.1)
a.  2 
b.  3½ 
c.  4 
d.  4½
A

d. 4½

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14
Q
62.  What is the minimum lap splice of #4, 40,000 p.s.i. yield strength rebar? 
(p262 - Table R608.5.4)
a.  12 inches 
b.  16 inches 
c.  20 inches 
d.  30 inches
A

c. 20 inches

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15
Q
63.  What is the maximum VERTICAL spacing of wall ties used to anchor masonry veneer to a wall?
(p358 - R703.8.4.1)
a.  24 inches 
b.  32 inches 
c.  48 inches 
d.  no requirement
A

b. 32 inches

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16
Q
64.  What is the maximum spacing of nails where no adhesive is used for ½ inch gypsum board if applied to a ceiling? 
(p343 - Table R702.3.5)
a.  12 inches 
b.  8 inches 
c.  6 inches 
d.  4 inches
A

a. 12 inches

17
Q
  1. Water resistive gypsum backing board shall not be used ______
    (p344 - R702.3.7.1)
    a. on ceilings if the framing does not exceed 12 inches on center.
    b. on bathroom walls.
    c. in showers
    d. saunas
A

d. saunas

18
Q
66.  What is the maximum length of a lintel that is 4 x 3 x 1/4 supporting masonry veneer where one story above exists?
(p357 - Table R703.8.3.1)
a.  4 feet 
b.  6 feet 
c.  8 feet 
d.  10 feet
A

c. 8 feet

19
Q
67.  The ridge board of roof framing shown in the drawing shall not be less than a \_\_\_\_\_\_\_
(p366 - R802.3)
a.  2 x 6 
b.  1 x 8 
c.  2 x 8 
d.  no requirement
A

b. 1 x 8

20
Q
68.  The ridge board used in roof framing shall not be less than \_\_\_\_\_\_ 
(p366)
a.  2 x 4 
b.  2 x 6 
c.  2 x 8 
d.  the cut end of the rafter
A

d. the cut end of the rafter

21
Q
69.  How far can a ceiling joist span if it must carry a live load of 10 pounds and you use a 2 x 6, 16 inches on center spacing, Hem-fir #1 wood species? 
(p367 - Table R802.4.1)
a.  14 feet 6 inches 
b.  15 feet 8 inches 
c.  16 feet 4 inches 
d.  17 feet 4 inches
A

d. 17 feet 4 inches

22
Q
70.  What is the minimum thickness and number of plys of Structural I wood structural panels applied parallel to supports that are 24 inches on center on the roof if it must support a total of 55 pounds per foot? 
(p480)
a.  1/2 in., 4 
b.  7/16 in., 3 
c.  19/32 in., 5 
d.  ¾, 6
A

c. 19/32 in., 5

23
Q
71.  What is the maximum span of plywood, if used on the roof, if it has a panel span rating of 32/16?
(p133 - Table R503.2.1.1.1)
a.  24 inches 
b.  32 inches 
c.  36 inches 
d.  48 inches
A

b. 32 inches

24
Q
72.  An enclosed attic of an office building built of wood trusses with 2400 square feet shall have a minimum of \_\_\_\_\_\_\_ ft. of free air ventilation and 50 percent of the venting is located at the ridge and 50 percent of the venting is located in the soffits? 
(number on exam / 300)
a.  5 
b.  8 
c.  16 
d.  20
A

b. 8