Figure 1-14.—Spaced wood girders.joints between the planks are staggered. In framing, abuilt-up girder is placed so that the joints on the outsideof the girder fall directly over a post. Three 16-penny(16d) nails are driven at the ends of the planks, and othernails are staggered 32 inches OC. As shown in figure1-13, the top of the girder is flush with the top sill plate.When space is required for heat ducts in a partitionsupported on a girder, a spaced wood girder, such as thatshown in figure 1-14, is sometimes necessary. Solidblocking is used at intervals between the two members.A single-post support for a spaced girder usuallyrequires a bolster, preferably metal, with a sufficientspan to support the two members.The ends of a girder often rest in pockets preparedin a concrete wall (fig. 1-13). Here, the girder ends mustbear at least 4 inches on the wall, and the pocket shouldbe large enough to provide a 1/2-inch air space aroundthe sides and end of the girder. To protect againsttermites, treat the ends of the girder with a preservative.As a further precaution, line the pockets with metal.SteelS-beams (standard) or W-beams (wide flange), bothshown in figure 1-15, are most often used as girders inwood-framed construction. Whether the beam is woodor steel, make sure it aligns from end to end and side toside. Also make sure the length of the bearing post underthe girder is correct to ensure the girder is properlysupported.PLACING POSTS AND GIRDERSPosts must be cut to length and set up before thegirders can be installed. The upper surface of the girdermay be in line with the foundation plate sill, or the girderends may rest on top of the walls. Long girders must beFigure 1-15—Types of steel beams.1-7
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