Uniform Building Code |
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Page 222
... stud spaces where studs are spaced 16 inches apart and covering two stud spaces where studs are spaced 24 inches apart . Solid sheathing of one of the materials specified in Items B through F , gypsum wallboard in Item G applied to ...
... stud spaces where studs are spaced 16 inches apart and covering two stud spaces where studs are spaced 24 inches apart . Solid sheathing of one of the materials specified in Items B through F , gypsum wallboard in Item G applied to ...
Page 223
... stud partitions or walls with studs having a height - to - least - thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width as the studs fitted snugly and nailed thereto to provide ...
... stud partitions or walls with studs having a height - to - least - thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width as the studs fitted snugly and nailed thereto to provide ...
Page 475
... studs or a combination of welded studs and arc spot ( puddle ) welds or other devices specified by the engineer . Such anchor spacing shall not exceed 16 inches . The stud spacing shall not exceed 32 inches . ( g ) Deck Ribs Oriented ...
... studs or a combination of welded studs and arc spot ( puddle ) welds or other devices specified by the engineer . Such anchor spacing shall not exceed 16 inches . The stud spacing shall not exceed 32 inches . ( g ) Deck Ribs Oriented ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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