Ch 6 (flashcards)

1
Q

Flor wood stud walls capped with a double top plate, end joints in top plates shall be offset at least _________ inches.

A

24 inches

R602.3.2 Top plate

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2
Q

Where joists, trusses or rafters are spaced more than 16 inches on center and the bearing studs below are spaced 24 inches on center, such members shall bear within ________ inches of the studs beneath.

A

5 inches

R602.3.3 Bearing studs

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3
Q

Any wood stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding _________ percent of its width.

A

25 %

R602.6 Drilling and notching of studs, Item 1

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4
Q

Wood studs in nonbearing partitions may be notched to a depth not exceeding ________ percent of a single stud width.

A

40 %

R602.6 Drilling and notching of studs, Item 1

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5
Q

Exterior wood frame walls parallel to a braced wall line shall be offset not more than _______ feet from the designated braced wall line location.

A

4 ft

R602.10.1.2 Offsets along a braced wall line

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6
Q

Braced wall lines greater than 16 feet shall have a minimum of _______ braced wall panels.

A

2

R602.10.2.3 Minimum number of braced wall panels

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7
Q

Wall bracing Method PFG (Portal frame at garage door openings) is limited to walls supporting a roof or __________ __________ and a ___________.

A

one story (and) roof

This method is also limited to Seismic Design Categories A,B and C

R602.10.6.3 Method PFG: Portal frame at garage door openings in Seismic Design Categories A, B and C

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8
Q

Unfaced fiberglass batt insulation is __________ to be used for fireblocking.

A

permitted

Where it fills the entire cross section of the wall cavity to a minimum height of 16” measured vertically.

R302.11.1.2 Unfaced fiberglass

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9
Q

Braced wall panels shall be constructed with intermittent bracing methods and continuous sheathing methods. Mixing bracing methods shall be __________.

A

permitted

R602.10.4.1 Mixing methods

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10
Q

In order to use the simplified wall bracing methods, the building must be located where the ultimate design wind speed is less than or equal to _________ mph.

A

130 mph

R602.12 Simplified wall bracing, Item 6

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11
Q

Load-bearing cold-framed steel studs shall be located in-line with joists, trusses and rafters with a maximum tolerance of _________ inch between the centerline of the horizontal and vertical framing members.

A

3/4 inch

R603.1.2 In-line framing

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12
Q

Web holes in steel wall studs shall not exceed ______ inches in width or ______ inches in length.

A

1 1/2 inches (and) 4 1/2 inches

R603.2.6.1 Web holes, Items 4 and 5

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13
Q

Steel studs and other structural members shall not be ________.

A

spliced

Tracks can be spliced with an approved design and in accordance with figure R603.3.5

R603.3.5 Splicing

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14
Q

In cold-formed steel framing, king, jack and cripple studs shall be of the same dimension and thickness as the adjacent _______ studs.

A

wall

R603.7 Jack and King studs

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15
Q

The minimum thickness of masonry bearing walls more than one story high shall be _______ inches.

A

8 inches

R606.4.1 Minimum thickness

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16
Q

Solid masonry walls of one-story dwellings and garages shall be not less than _______ inches in thickness where no greater than 9 feet in height.

A

6 inches

…provided that where gable construction is used, and additional 6 ft is permitted to the peak of the gable.

R606.4.1 Minimum thickness

17
Q

Grout shall not be pumped through _______ pipes.

A

aluminum

R606.3.5.1 Grout placement

18
Q

The provisions for structural insulated panel walls are limited to buildings not greater than _______ stories in height with each wall not greater than _______ feet high.

A

2 stories (and) 10 ft

These provisions are also limited to a ground snow load of 70 psf and Seismic Design Categories A, B and C.

R610.2 Applicability limits