Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 264
... studs with a tolerance of no more than 1 inch . When bearing studs are spaced at 24 - inch intervals and top plates are less than two 2 by 6 or two 3 by 4 members and when the floor joists , floor trusses or roof trusses which they ...
... studs with a tolerance of no more than 1 inch . When bearing studs are spaced at 24 - inch intervals and top plates are less than two 2 by 6 or two 3 by 4 members and when the floor joists , floor trusses or roof trusses which they ...
Page 265
... stud spaces where studs are spaced 16 inches apart and covering two stud spaces where studs are spaced 24 inches apart . All vertical joints of panel sheathing shall occur over studs . Horizontal joints shall occur over blocking equal ...
... stud spaces where studs are spaced 16 inches apart and covering two stud spaces where studs are spaced 24 inches apart . All vertical joints of panel sheathing shall occur over studs . Horizontal joints shall occur over blocking equal ...
Page 722
... Studs- Interior Partition with Gypsum Wallboard 16. Wood Studs- Interior Partition With Gypsum Wallboard Each Side. 4 Hr . 3 Hr . 2 Hr . 1 Hr . MINIMUM FINISHED THICKNESS FACE - TO - FACE2 ( In inches ) ITEM NUMBER CONSTRUCTION 15-1.3 No ...
... Studs- Interior Partition with Gypsum Wallboard 16. Wood Studs- Interior Partition With Gypsum Wallboard Each Side. 4 Hr . 3 Hr . 2 Hr . 1 Hr . MINIMUM FINISHED THICKNESS FACE - TO - FACE2 ( In inches ) ITEM NUMBER CONSTRUCTION 15-1.3 No ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength