Code Book Flashcards
What is the minimum thickness of a slab on grade?
Pg 108 R506.1
3.5”
Footing should rest on soil that is
Pg 70 R403.1
Undisturbed, natural, or engineered fill
The bottom of foundation or footings should be a minimum of
Pg 74 R403.1.4
12 inches below finished grade
The slope away from the foundation should be
Pg 69 R401.3
minimum of 6” within first 10 ft (or 5%)
Minimum thickness of a masonry weight-bearing wall should be
Pg 147 R606.4.1
6”
Minimum thickness of standard solid non-bearing glass block
Pg 157 R607.3.1
3 7/8”
Weepholes should be provided a MAX of on-center spacing
Pg 245 R703.8.6
48”
Minimum support of a single brick tie for a multiple wythe wall
Pg 156 R606.13.2.1
One tie for each 4.5 SF
Minimum distance of untreated siding to grade
Pg 61 R317.1 ex. 5
6”
Minimum distance of untreated framing to grade
Pg 61 R317 ex. 5
6 “
Minimum distance of untreated floor joists from grade
Pg 61 R317.1 ex 1
18”
Minimum distance of untreated girders from grade
Pg 61 R317.1 ex 1
12”
Clearance for girders entering masonry or concrete walls
Pg 61 R317.1 ex 4
1/2”
Holes bored in top or bottom of joists shall not be within
Pg 104 R502.8.1
2”
Maximum diameter of hole in a joist
Pg 104 R502.8.1
1/3 depth
Maximum notch in top or bottom of joist away from the edge
Pg 104 R502.8.1
1/6 depth