Uniform Building Code, Volume 3International Conference of Building Officials, 1994 - Building laws |
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Results 1-3 of 68
Page 3-5
... edge - reinforcement system shall be fas- tened to the side edge hems with pairs of minimum 3 / 16 - inch ( 4.8 mm ) plated tubular or solid steel rivets , or bolts spaced not more than 6 inches ( 153 mm ) on center vertically ...
... edge - reinforcement system shall be fas- tened to the side edge hems with pairs of minimum 3 / 16 - inch ( 4.8 mm ) plated tubular or solid steel rivets , or bolts spaced not more than 6 inches ( 153 mm ) on center vertically ...
Page 3-36
... edge . Nails in vertical edge rows shall be placed not more than the face width of each board and shall be about the center of each horizontal board . Nails in horizontal edge rows shall be spaced not more than the face width of each ...
... edge . Nails in vertical edge rows shall be placed not more than the face width of each board and shall be about the center of each horizontal board . Nails in horizontal edge rows shall be spaced not more than the face width of each ...
Page 3-37
... edge turned 5/8 inch ( 15.9 mm ) and the other vertical edge doubled under 13/16 inches ( 30.2 mm ) and the doubled edge then turned up 5/8 inch ( 15.9 mm ) from cut edge as shown in Figure 7-3-7 , Section A - B . Face sections ...
... edge turned 5/8 inch ( 15.9 mm ) and the other vertical edge doubled under 13/16 inches ( 30.2 mm ) and the doubled edge then turned up 5/8 inch ( 15.9 mm ) from cut edge as shown in Figure 7-3-7 , Section A - B . Face sections ...
Contents
General Building Limitations | 3-1 |
Administrative Fire and LifeSafety and Field Inspection Provisions | 3-3 |
Chapter | 3-9 |
Copyright | |
102 other sections not shown
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accordance ANSI applied approved assembly ASTM authority having jurisdiction beams braces branch lines brick building official ceiling cement check valve classification combustible concrete masonry construction control valve curtain deck deflectors determined devices diameter dimensions distance door drain dry pipe valve duct edge equipment exceed Exception feet fire department connection fire test fire-resistance rating flange floor flow furnace grade gypsum hangers Hazard Occupancies heat horizontal hydrostatic test installed joints joist klers knot length less limited liquid limit listed load located material maximum minimum mortar nails NFPA noncombustible Obstruction opening operation percent permitted pipe system portland cement preaction pressure protection riser roof Screw SECTION side spaced specified sprinkler system sq ft standpipe system storage structural steel structural steel columns Table temperature test sample thermocouples tion tube Type U.B.C. Standard Uniform Building Code units vertical wall thickness water supply welding width wood