Uniform Building Code, Volume 3International Conference of Building Officials, 1994 - Building laws |
From inside the book
Results 1-3 of 63
Page 3-37
... Face sections , excepting face sections forming top horizontal seams , shall have both horizontal seams , shall have both horizontal edges turned 5/8 inch ( 15.9 mm ) to lock with edge and other face sections shown in Figure 7-3-7 ...
... Face sections , excepting face sections forming top horizontal seams , shall have both horizontal seams , shall have both horizontal edges turned 5/8 inch ( 15.9 mm ) to lock with edge and other face sections shown in Figure 7-3-7 ...
Page 3-668
... face of a bending or tension member is considered to be at the edge of the wide face if the center of the knot lies within two thirds of the knot diameter from the edge . 23.106.3.2 Knots in joists and planks . Knots in joists and ...
... face of a bending or tension member is considered to be at the edge of the wide face if the center of the knot lies within two thirds of the knot diameter from the edge . 23.106.3.2 Knots in joists and planks . Knots in joists and ...
Page 3-708
... Faces and Backs . For purposes of this standard , veneer species are classi- fied into the four groups given in Table 23-2 - A . The species of face and back plies may be from any group ; however , when a face or back is made of more ...
... Faces and Backs . For purposes of this standard , veneer species are classi- fied into the four groups given in Table 23-2 - A . The species of face and back plies may be from any group ; however , when a face or back is made of more ...
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
Other editions - View all
Common terms and phrases
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