Uniform Building Code

accordance with Section anchored applied approved assembly ASTM bars beam building official building or structure cement Chapter chimney column comply compression members compressive strength concrete conform corridor Decking diaphragms Division 1 Occupancies 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 metal minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent plaster 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 standpipe steel story stress studs surface Table tension thickness tion Type U.B.C. Standard units values vertical welded width wire wood yield strength