Roof Diaphragm Nailing Schedule

In addition the maximum loads for which a blocked diaphragm can be designed are many times greater than those for diaphragms without blocking.

Roof diaphragm nailing schedule. Chords drag struts collectors shear walls frames boundary member locations. Roof and wall sheathing 8 10d every 4 6 on the seams and 8 12 in the field shingles six roofing nails or staples per shingle. Or less roof fastening zone wind main sheathing to gable overhang velocity roof end wall framingg eaves 3 second panel 123 2 3 2 3 gust locationi fastening schedule inches on center supported panel 666 6 6 150 mphf g end and edges 3h panel field 6. The international code council icc is a non profit organization dedicated to developing model codes and standards used in the design build and compliance process.

Cantly reduce fastener withdrawal capacity unless 3 inch nominal framing is used and the nailing schedule is staggered. Tab shingles need two nails on each side of the tab. The international codes i codes are the widely accepted comprehensive set of model codes used in the us and abroad to help ensure the engineering of safe sustainable affordable and resilient structures. A diaphragm is a flat structural unit acting like a deep thin beam.

Installation details shall conform to sections 2304 7 1 and 2304 7 2 for floor and roof sheathing respectively. Ridge vents when the roof sheathing is used as a structural diaphragm as it typically is in high wind and seismic hazard. Diaphragm boundary all edges of a diaphragm shall be supported by a boundary element. A shear wall however is a vertical cantilevered diaphragm.

1 inch 25 4 mm. These construction systems can be used when designing a building for lateral loads such as those generated by wind or earthquakes. Except where noted for exposure b enclosed buildings roof framing spaced 24 inches o c. For the same nail spacing design loads on a blocked dia phragm are from 1 1 2 to 2 times design loads of its unblocked counterpart.

Asce 7 10 section 11 2 diaphragm boundary elements. Reduce fastener withdrawal capacity unless 3 inch nominal framing is used and the nailing schedule is staggered. The term diaphragm is usually applied to roofs and floors. Ridge vents when the roof sheathing is used as a structural diaphragm as it typically is in high wind and seismic hazard areas the structural integrity of the diaphragm can be compromised by a continuous vent see figure below left.