Introduction to Tin Roofing
Page 1 - Roofing Materials
Page 2 - Roll Roofing
Page 3 - Roof Preperation
Page 4 - Joints
Page 5 - Joints (cont.)
Page 6 - Joints (cont.)
Page 7 - Roll & Cap Roofing

Page 8 - Roll & Cap (cont.)
Page 9 - Finish at Eaves
Page 10 - Finish at Hips
Page 11 - Flashing
Page 12 - Tin & Terne
Page 13 - Laying a Tin Roof
Page 14 - Conclusion


The joint, or seam, is formed by placing one strip of roofing "b", Fig. 31 (a) and Fig. 31 (b), on the roof, and placing cleats "e" against the flange. These cleats are about 2 inches wide, are spaced about 12 inches apart and securely nailed. A second strip of roofing "c" is placed against these cleats, and the cleats, which are split at the top, as at "h", are bent down over both flanges as at "i" and "j". Over the tops of the cleats and flanges a cap "f" is placed, and is fastened by bolts "k", in Fig. 31(a) and Fig. 31 (b), that go through the cap and the flanges. Sometimes the cap is merely pressed by tongs, which indent the cap but do not perforate it, so as to hold it firmly to the flanges and cleats without being bolted.

The cap is also sometimes made with a turned edge as in Fig. 32 (a). This edge is caught under the ends of the cleats as in Fig. 32 (b) and the cap pressed tightly against the flanges as in Fig. 32 (c). This treatment secures the cap firmly in place. Still another method that is used for securing the cap over the flanges is shown in Fig. 33. In this method, a slit g is made in the cap "f". The flanges of the cleats project through this slit and are bent over as shown at lt and "i", thus holding the cap firmly in place.
<<< Page 7  
Page 9 >>>