Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 285
... Studs shall have full bearing on a plate or sill not less than 2 inches in thickness having a width not less than that of the wall studs . 3. Bracing . All exterior walls and main cross - stud partitions shall be effectively and ...
... Studs shall have full bearing on a plate or sill not less than 2 inches in thickness having a width not less than that of the wall studs . 3. Bracing . All exterior walls and main cross - stud partitions shall be effectively and ...
Page 722
... Studs- ITEM NUMBER CONSTRUCTION Interior 15-1.3 Partition with Gypsum No. 16 gauge approved nailable metal studs 10 24 " on center with full - length 5/8 " Type X gypsum wallboard ' applied vertically and nailed 7 " on center with 6d ...
... Studs- ITEM NUMBER CONSTRUCTION Interior 15-1.3 Partition with Gypsum No. 16 gauge approved nailable metal studs 10 24 " on center with full - length 5/8 " Type X gypsum wallboard ' applied vertically and nailed 7 " on center with 6d ...
Page 952
... studs in exterior walls shall not exceed 16 inches on center for areas with a basic wind speed of 90 mph or greater . Mechanical fasteners complying with this chapter shall be installed as required to connect studs to the sole plates ...
... studs in exterior walls shall not exceed 16 inches on center for areas with a basic wind speed of 90 mph or greater . Mechanical fasteners complying with this chapter shall be installed as required to connect studs to the sole plates ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official ceiling cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength