Page 207 - Masonry and Concrete
P. 207

Footings, Foundation Walls, Basements, and Slabs


                 REINFORCED CONCRETE AND MASONRY FOUNDATION WALLS  1
                                                      Maximum Vertical Reinforcement
                                                       Size and Spacing 2,3  for 8-inch
                                                          Nominal Wall Thickness
                                                               Soil Classes 4
                               Maximum
                   Max.       Unbalanced                                          SC, MH,
                   Wall         Backfill     GW, GP, SW and     GM, GC, SM,      ML-CL and
                                    5
                 Height, ft    Height , ft         SP          SM-SC and ML     Inorganic CL
                    6              5          #4 @ 48″ o.c.    #4 @ 48″ o.c.   #4 @ 48″ o.c.
                                   6          #4 @ 48″ o.c.    #4 @ 40″ o.c.   #5 @ 48″ o.c.
                    7              4          #4 @ 48″ o.c.    #4 @ 48″ o.c.   #4 @ 48″ o.c.
                                   5          #4 @ 48″ o.c.    #4 @ 48″ o.c.   #4 @ 40″ o.c.
                                   6          #4 @ 48″ o.c.    #5 @ 48″ o.c.   #5 @ 40″ o.c.
                                   7          #4 @ 40″ o.c.    #5 @ 40″ o.c.   #6 @ 48″ o.c.
                    8              5          #4 @ 48″ o.c.    #4 @ 48″ o.c.   #4 @ 48″ o.c.
                                   6          #4 @ 48″ o.c.    #5 @ 48″ o.c.   #5 @ 40″ o.c.
                                   7          #5 @ 48″ o.c.    #6 @ 48″ o.c.   #6 @ 40″ o.c.
                                   8          #4 @ 40″ o.c.    #6 @ 40″ o.c.   #6 @ 24″ o.c.
                    9              5          #4 @ 48″ o.c.    #4 @ 48″ o.c.   #5 @ 48″ o.c.
                                   6          #4 @ 48″ o.c.    #5 @ 48″ o.c.   #6 @ 48″ o.c.
                                   7          #5 @ 48″ o.c.    #6 @ 48″ o.c.   #6 @ 32″ o.c.
                                   8          #5 @ 40″ o.c.    #6 @ 32″ o.c.   #6 @ 24″ o.c.
                                   9          #6 @ 40″ o.c.    #6 @ 24″ o.c.   #6 @ 16″ o.c.

                 NOTES: 1. Mortar shall be Type M or S and masonry shall be laid in running bond.
                         2. Alternative reinforcing bar sizes and spacings having an equivalent cross-sec-
                           tional area of reinforcement per lineal foot of wall shall be permitted provided
                           the spacing of the reinforcement does not exceed 72 in.
                         3. Vertical reinforcement shall be Grade 60 minimum. The distance from the face
                           of the soil side of the wall to the center of the vertical reinforcement shall be
                           at least 5 in.
                         4. Soil classes are in accordance with Unified Soil Classification System (Figure
                           6-13).
                         5. Unbalanced backfill height is the difference in height of the exterior and inte-
                           rior finish ground levels. Where an interior concrete slab is provided, the
                           unbalanced backfill height shall be measured from the exterior finish ground
                           level to the top of the interior concrete slab.
              FIGURE 6-15

            Minimum code requirements for reinforced concrete and masonry foundation walls. (from Council of American
            Building Officials, One and Two-Family Dwelling Code, Falls Church, VA).



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