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Concrete walls shall be connected to footings, floors, ceilings and roofs in accordance with this section.




For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.
FIGURE R608.9(1)
WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR


WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b
ANCHOR BOLT SPACING
(inches)
TENSION TIE SPACING
(inches)
BASIC WIND SPEED
(mph)
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12            
12 24            
12 36            
12 48            
16 16            
16 32            
16 48            
19.2 19.2            
19.2 38.4            
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(1). Use of this detail is permitted where a cell is not shaded and prohibited where shaded.
  2. Wall design per other provisions of Section R608 is required.


For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(2)
WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL


WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
ANCHOR BOLT SPACING
(inches)
TENSION TIE SPACING
(inches)
BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12            
12 24            
12 36            
12 48            
16 16            
16 32            
16 48            
19.2 19.2            
19.2 38.4            
24 24            
24 48            
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(2). Use of this detail is permitted where a cell is not shaded and prohibited where shaded.
  2. Wall design per other provisions of Section R608 is required.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(3)
WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR


WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
ANCHOR BOLT SPACING
(inches)
TENSION TIE SPACING
(inches)
BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12           6
12 24         6 6
12 36         6 6
12 48       6 6 6
16 16         6 6A
16 32       6 6 6A
16 48     6 6 6 6A
19.2 19.2       6A 6A 6B
19.2 38.4     6 6A 6A 6B
24 24     6A 6B 6B 6B
24 48   6 6A 6B 6B 8B
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(3). Use of this detail is permitted where cell is not shaded.
  2. Wall design per other provisions in Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in unshaded cells that do not contain a number.
  4. Numbers 6 and 8 indicate minimum permitted nominal wall thickness in inches necessary to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross hatching in Figure R608.9(3). For the remainder of the wall, see Note b.
  5. Letter "A" indicates that a minimum nominal 3 × 6 sill plate is required. Letter "B" indicates that a 5/8-inch-diameter anchor bolt and a minimum nominal 3 × 6 sill plate are required.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(4)
WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL


WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
ANCHOR BOLT SPACING
(inches)
TENSION TIE SPACING
(inches)
BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12           6
12 24         6 6
12 36         6 6
12 48       6 6 6
16 16         6 6A
16 32       6 6 6A
16 48     6 6 6 6A
19.2 19.2       6A 6A 6B
19.2 38.4     6 6A 6A 6B
24 24     6A 6B 6B 6B
24 48   6 6A 6B 6B 8B
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(4). Use of this detail is permitted where a cell is not shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in unshaded cells that do not contain a number.
  4. Numbers 6 and 8 indicate minimum permitted nominal wall thickness in inches necessary to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross hatching in Figure R608.9(4). For the remainder of the wall, see Note b.
  5. Letter "A" indicates that a minimum nominal 3 × 6 sill plate is required. Letter "B" indicates that a 5/8-inch-diameter anchor bolt and a minimum nominal 3 × 6 sill plate are required.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(5)
COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR


TABLE R608.9(5)
COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c
ANCHOR BOLT SPACING
(inches)
TENSION TIE SPACING
(inches)
BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12            
12 24            
12 36            
12 48            
16 16            
16 32            
16 48            
19.2 19.2            
19.2 38.4            
24 24            
24 48            
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.4470 m/s.
  1. This table is for use with the detail in Figure R608.9(5). Use of this detail is permitted where a cell is not shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in unshaded cells that do not contain a number.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(6)
COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL


COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c
ANCHOR BOLT SPACING (inches) TENSION TIE SPACING (inches) BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12            
12 24            
12 36            
12 48            
16 16            
16 32            
16 48            
19.2 19.2            
19.2 38.4            
24 24            
24 48            
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(6). Use of this detail is permitted where a cell is not shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in unshaded cells that do not contain a number.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(7)
COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR


COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
ANCHOR BOLT SPACING (inches) TENSION TIE SPACING (inches) BASIC WIND SPEED AND WIND EXPOSURE CATEGORY (mph)
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12           6
12 24         6 6
16 16         6 6A
16 32       6 6 6A
19.2 19.2       6A 6A 6B
19.2 38.4     6 6A 6A 6B
24 24     6A 6B 6B 6B
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(7). Use of this detail is permitted where a cell is not shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in unshaded cells that do not contain a number.
  4. Number 6 indicates minimum permitted nominal wall thickness in inches necessary to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross hatching in Figure R608.9(7). For the remainder of the wall, see Note b.
  5. Letter "A" indicates that a minimum nominal 3 × 6 sill plate is required. Letter "B" indicates that a 5/8-inch-diameter anchor bolt and a minimum nominal 3 × 6 sill plate are required.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(8)
COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL


COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
ANCHOR BOLT SPACING (inches) TENSION TIE SPACING (inches) BASIC WIND SPEED AND WIND EXPOSURE CATEGORY (mph)
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12           6
12 24         6 6
16 16         6 6A
16 32       6 6 6A
19.2 19.2       6A 6A 6B
19.2 38.4     6 6A 6A 6B
24 24     6A 6B 6B 6B
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(8). Use of this detail is permitted where a cell is not shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in unshaded cells that do not contain a number.
  4. Number 6 indicates minimum permitted nominal wall thickness in inches necessary to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross hatching in Figure R608.9(8). For the remainder of the wall, see Note b.
  5. Letter "A" indicates that a minimum nominal 3 × 6 sill plate is required. Letter "B" indicates that a 5/8-inch-diameter anchor bolt and a minimum nominal 3 × 6 sill plate are required.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(9)
WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR


WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
ANCHOR BOLT SPACING (inches) TENSION TIE SPACING (inches) BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12           6
12 24           6
12 36         6 6
12 48       6 6 6
16 16         6 6
16 32         6 6
16 48       6 6 6
19.2 19.2         6 6
19.2 38.4       6 6  
24 24       6    
24 48     6 8B    
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(9). Use of this detail is permitted where a cell is not shaded, and prohibited where shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in unshaded cells that do not contain a number.
  4. Numbers 6 and 8 indicate minimum permitted nominal wall thickness in inches necessary to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross hatching in Figure R608.9(9). For the remainder of the wall, see Note b.
  5. Letter "B" indicates that a 5/8-inch-diameter anchor bolt and a minimum nominal 3 × 6 sill plate are required.
For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(10)
WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL


WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
ANCHOR BOLT SPACING (inches) TENSION TIE SPACING (inches) BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12           6
12 24           6
12 36         6 6
12 48       6 6 6
16 16         6 6
16 32         6 6
16 48       6 6 6
19.2 19.2         6 6
19.2 38.4       6 6  
24 24       6    
24 48     6 8B    
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(10). Use of this detail is permitted where a cell is not shaded, and prohibited where shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in cells that do not contain a number.
  4. Numbers 6 and 8 indicate minimum permitted nominal wall thickness in inches necessary to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross hatching in Figure R608.9(10). For the remainder of the wall, see Note b.
  5. Letter "B" indicates that a 5/8-inch-diameter anchor bolt and a minimum nominal 3 × 6 sill plate are required.
For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(11)
COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR


TABLE R608.9(11)
COLD-FORMED STEEL ROOFTO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
ANCHOR BOLT SPACING (inches) TENSION TIE SPACING (inches) BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12           6
12 24           6
16 16         6 6
16 32         6 6
19.2 19.2         6 6
19.2 38.4       6 6 6
24 24       6 6A 6B
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(11). Use of this detail is permitted where a cell is not shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in unshaded cells that do not contain a number.
  4. Number 6 indicates minimum permitted nominal wall thickness in inches necessary to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross hatching in Figure R608.9(11). For the remainder of the wall, see Note b.
  5. Letter "A" indicates that a minimum nominal 3 × 6 sill plate is required. Letter "B" indicates that a 5/8-inch-diameter anchor bolt and a minimum nominal 3 × 6 sill plate are required.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 pound-force = 4.448 N.

FIGURE R608.9(12)
COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL


COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
ANCHOR BOLT SPACING (inches) TENSION TIE SPACING (inches) BASIC WIND SPEED (mph) AND WIND EXPOSURE CATEGORY
115B 120B 130B 140B 150B 160B
110C 119C 127C 136C
110D 117D 125D
12 12           6
12 24           6
16 16         6 6
16 32         6 6
19.2 19.2         6 6
19.2 38.4       6 6 6
24 24       6 6 6B
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s.
  1. This table is for use with the detail in Figure R608.9(12). Use of this detail is permitted where a cell is not shaded.
  2. Wall design per other provisions of Section R608 is required.
  3. For wind design, minimum 4-inch-nominal wall is permitted in cells that do not contain a number.
  4. Number 6 indicates minimum permitted nominal wall thickness in inches necessary to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross hatching in Figure R608.9(12). For the remainder of the wall, see Note b.
  5. Letter "B" indicates that a 5/8-inch-diameter anchor bolt is required.
See More

Related Code Sections

R608.9 Wall Construction, Requirements for Connections—General
to develop required strength (capacity) of connection. As a minimum, this nominal thickness shall occur in the portion of the wall indicated by the cross ...