Where roof framing with a specific gravity g 0 49 is used spacing of.
R903 1 roofing spacing plywood.
Spacing between shingles shall not be less than 1 4 inch to 3 8 inch 6 mm to 10 mm.
Minimum thickness of lumber roof sheathing.
Fasteners for wood shingles shall be corrosion resistant with a minimum penetration of 1 2 inch 13 mm into the sheathing.
R908 2 structural and construction loads.
Flashings shall be installed at wall and roof intersections wherever there is a change in roof slope or direction and around roof openings.
Where flashing is of metal themetalshallbecorrosion resistantwithathickness of not less than provided in table r903 2 1.
Weather exposure for wood shingles shall not exceed those set in table r905 7 5 1.
Fasteners for asphalt shingles shall be galvanized steel stainless steel aluminum or copper roofing nails minimum 12 gage 0 105 inch 3 mm shank with a minimum 3 8 inch diameter 9 5 mm head complying with astm f1667 of a length to penetrate through the roofing materials and not less than 3 4 inch 19 1 mm into the roof sheathing.
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.
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.
Fasteners for asphalt shingles shall be galvanized steel stainless steel aluminum or copper roofing nails minimum 12 gage 0 105 inch 3 mm shank with a minimum 3 8 inch diameter 9 5 mm head complying with astm f1667 of a length to penetrate through the roofing materials and not less than 3 4 inch 19 1 mm into the roof sheathing.
Table 1 roof sheathing fastening schedulea b c d e 8d common 0 131 x 2 1 2 inches or ring shank 0 135 x 2 1 2 inches except where noted for exposure b enclosed buildings roof framing spaced 24 inches o c.
Spacing between shingles shall be not less than 1 4 inch to 3 8 inch 6 4 mm to 9 5 mm.
Roof decks shall be covered with approved roof coverings secured to the building or structure in accordance with the provisions of this chapter.
Minimum 270 fb 340 000 e.
Where roof framing with a specific gravity 0 42 g 0 49 is used spacing of ring shank fasteners shall be permitted at 12 inches 305 mm on center at intermediate framing in nailing zone 1 for any v ult and in nailing zone 2 for v ult less than or equal to 140 mph in accordance with figure r803 2 3 1.
1 inch 25 4 mm.
Drains or scuppers of section r903 4 1 to be added to an existing roof.
Where the roof sheathing is less than 3 4 inch.
Minimum 420 fb 660 000 e.
Minimum 600fb 1 150 000 e.
