(a) The following table shall govern the minimum thickness in inches of exterior walls:
Foundations of Stone | |||||
Stone Walls | |||||
Stories | B | 1st. | 2nd. | 3rd. | 4th. |
One | 16 | 16 | |||
Two or 2 ½ | 18 | 16 | 16 | ||
Three | 20 | 18 | 16 | 16 | |
Four | 22 | 18 | 16 | 16 |
Brick Walls | |||||||
Stories | B | 1st. | 2nd. | 3rd. | 4th. | 5th. | 6th. |
Brick Walls | |||||||
Stories | B | 1st. | 2nd. | 3rd. | 4th. | 5th. | 6th. |
One | 16 | 8 | |||||
Two or 2 ½ | 16 | 8 | 8 | ||||
Three | 18 | 12 | 8 | 8 | |||
Four | 22 | 16 | 12 | 8 | 8 | ||
Five | 24 | 20 | 16 | 12 | 12 | 8 | |
Six | 28 | 20 | 20 | 16 | 12 | 12 | 8 |
Frame Walls | B |
One | 16 |
Two or 2 ½ | 16 |
Three | 18 |
Hollow Tile or Concrete Walls | ||||
Stories | Foundation | |||
One | 16 | |||
Two | 16 | 8 | 8 | |
Three | 18 | 16 | 12 | 8 |
Foundations of Poured Stone or Pebble-Cement Concrete | |||||||
Brick Walls | B | 1st. | 2nd. | 3rd. | 4th. | 5th. | 6th. |
Foundations of Poured Stone or Pebble-Cement Concrete | |||||||
Brick Walls | B | 1st. | 2nd. | 3rd. | 4th. | 5th. | 6th. |
One | 10 | 8 | |||||
Two or 2 ½ | 10 | 8 | 8 | ||||
Three | 12 | 12 | 12 | 8 | |||
Four | 16 | 16 | 12 | 8 | 8 | ||
Five | 20 | 16 | 16 | 12 | 12 | 8 | |
Six | 24 | 20 | 16 | 16 | 12 | 12 | 8 |
Frame Walls | |
Stories | Foundation |
One | 10 |
Two | 12 |
Three | 16 |
Walls Made of Stone or Pebble-Cement Concrete Blocks | ||||
Stories | B | 1st. | 2nd. | 3rd. |
One | 10 | 8 | ||
Two or 2 ½ | 10 | 8 | 8 | |
Three | 12 | 12 | 12 | 8 |
Foundation of concrete block (except cinder block): Same table as for poured concrete with a maximum height of two stories.
One story frame structures or garages may be placed upon brick, stone, concrete or concrete block foundations (except cinder blocks) having a minimum width of eight inches and a minimum depth of eighteen inches.
(b) When the clear span is over twenty-six feet, all bearing walls shall be increased four inches in thickness for masonry of solid or hollow units, excepting stone, and two inches for stone over the above table for every additional ten feet or fraction thereof to span, except that piers, buttresses or hollow column may be used for bearings or girders or trusses in lieu of additional thickness of walls.
(c) If the wall is over seventy-five feet in length, without cross-walls, piers or buttresses, it shall be increased four inches in thickness for every additional seventy-five feet in length or fraction thereof.
(d) No hollow tile or hollow cement-concrete blocks shall be used either filled or not filled as piers or pilasters in any building.
(Ord. 288. Passed 5-24-54.)