Uniform Building Code |
From inside the book
Results 1-3 of 79
Page 65
... assembly building with a stage and an occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any ...
... assembly building with a stage and an occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any ...
Page 556
... assembly into the vestibule shall have a one and one- half - hour fire - protection rating , and the door assembly from the vestibule to the stairs shall be a smoke- and draft - control assembly having not less than a 20- minute fire ...
... assembly into the vestibule shall have a one and one- half - hour fire - protection rating , and the door assembly from the vestibule to the stairs shall be a smoke- and draft - control assembly having not less than a 20- minute fire ...
Page 672
... ASSEMBLY is a structural unit , the integral parts of which have been built up or assembled prior to incorporation in the building . Tests of Materials Sec . 5002. Every approval of a material not specifically mentioned in this code ...
... ASSEMBLY is a structural unit , the integral parts of which have been built up or assembled prior to incorporation in the building . Tests of Materials Sec . 5002. Every approval of a material not specifically mentioned in this code ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
108 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength