Page 45 - Masonry and Concrete
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Concrete Construction Techniques
            44  CHAPTER THREE



                                                          The corner reinforcing bar stakes mark
                                  BATTER BOARD         the outline of the slab or footing, and exca-
                        NAIL
                                                       vations should extend one or two feet
                                                       beyond these limits to allow room for
                                                       building the forms. Untie the string lines
                                                       and pull them aside so that the excavation
                                                       work can be done.
                                                       3.2.2 Excavating or Filling
                    NAIL
                                                       Concrete footings, slabs, driveways, patios,
                                                       and sidewalks will usually require some
                                                       excavating or filling to establish the finished
                                 STAKES AND BRACES
                                                       work at the proper elevation above or below
                                                       the finish grade. Structural fill to support
                                                       foundations or slabs-on-grade must be spec-
                                                       ified by the engineer as to the required type,
              FIGURE 3-4                               compaction, and moisture content. This is
            Batter boards.                             work which should be performed by a qual-
                                                       ified subcontractor with the proper equip-
                                                       ment to achieve the strength and stability
                                                       necessary for structural fill.
                               Excavation for a sidewalk or patio will usually consist of removing
                            a few inches of topsoil. For grade beams or footings, excavation may be
                            much deeper. The actual depth of foundations and footings will be
                            indicated on the drawings by the project engineer or dictated by build-
                            ing code. In cold climates, footings must be placed below the winter
                            frost line so that they are not destabilized by frost heave as the moisture
                                                       in the soil freezes and expands. The map in
                    >>>TIP                             Figure 3-8 gives winter frost depths in
                               To make sure that cor-
                                                       inches for the continental United States.
              ners are square, use the 3-4-5 triangle
                                                       This will give you a general idea how deep
              method. From the outside corner point,
              measure 4 ft. along one string and 3 ft.  the bottoms of footings or grade beams
              along the other. The string lines are square  must be set. The local building official can
              when the diagonal between the two points  tell you exactly what the requirements are
              measures exactly 5 ft. (Figure 3-7). To  in a given area. In the northern tier of states
              square a string line against an existing  and in the Rockies, foundations must be
              wall, use a steel carpenter’s square.    dug so deep that it is usually economical to
                                                       excavate for a full or half basement.



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