BUILDING 161 - 200

Temporary structures shall be permitted for no more than ____ days.

• 60

• 90

• 30

• 180

Any section of exterior structural glass veneer shall not exceed ___ inches in length or height.

• 60

• 24

• 36

• 48

Interior walls over 6 feet in height shall have the strength to resist a horizontal load of not less than ___ psf.

• 10

• 5

• 15

Stairways serving a dwelling unit shall be provided with an illumination level of not less than ___ footcandle on tread runs.

• 1

• 30

• 5

• 10

Concrete footings supporting walls for a 2 floor light-frame constructed building must have a minimum footing width of ____ inches and a footing thickness of ____ inches.

• 15,6

• 12,8

• 12,6

• 18,8

Sprinklered mixed-occupancy buildings providing a fire separation between Group H-2 and Group H-3 occupancies shall be separated by a minimum __________.

• 1-hour fire wall

• 1-hour fire barrier/horizontal assembly

• 2-hour fire partition

• 2-hour fire barrier/horizontal assembly

Buildings containing Group E occupancies with an occupant load of 300 shall be categorized as which of the following Risk Categories?

• I

• IV

• III

• II

Surfaced unseasoned structural roof sheathing that spans 24 inches on center shall have a minimum thickness of ___ inches when placed diagonally to supports.

• 25/32

• 1/2

• 3/4

• 5/8

In conventional light-frame building construction, anchor bolts installed along braced wall lines in structures over two stories above grade shall be spaced a maximum ___ feet on center.

• 2

• 5

• 4

• 6

Walls required to be waterproofed shall have waterproofing applied to the bottom of the wall not less than ___ inches above the maximum elevation of the groundwater table.

• 10

• 6

• 12

• 8