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Building construction and superintendence (1909)

Kidder, Frank E. (Frank Eugene), 1859-1905, Nolan, Thomas, 1857-1926 · New York : W.T. Comstock · leaf 86

An illustration from Building construction and superintendence, 1909, leaf 86
ry 3 feet by means of cross pieces, 6, Fig. 66, spikedbetween the joists and to the top of the cap. Pieces of boardsabout 3 inches wider than the cap are then spiked on top of thelatter to receive the ends of the laths. W00£> FRAMING. 83 In cheap work the cap A, Fig, 66^ is sometimes omitted,… … Fig. 65. Where the span of the floor beams is more than 12 feet, the capof all bearing partitions should be 3 inches thick, and if the span isover 16 feet and the studding 16 inches on centers, the cap should be 4 inches thick. In first-classwork it is customary to specifyGeorgia pine or Oregon…

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