Uniform Building Code |
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Page 517
... limited to one half of the normal force imposed on the soil by the weight of the footing or slab . Posts embedded in earth shall not be used to provide lateral support for structural or nonstructural materials such as plaster , masonry ...
... limited to one half of the normal force imposed on the soil by the weight of the footing or slab . Posts embedded in earth shall not be used to provide lateral support for structural or nonstructural materials such as plaster , masonry ...
Page 712
... limited if the building is entirely surrounded and adjoined by public space , street or yards not less than 60 feet in width , regardless of the type of construction . The area of a two - story Group M , Division 3 Occupancy shall not ...
... limited if the building is entirely surrounded and adjoined by public space , street or yards not less than 60 feet in width , regardless of the type of construction . The area of a two - story Group M , Division 3 Occupancy shall not ...
Page 738
... limited to , inspection and approval as to the establishment of line , grade and drainage of the develop- ment area . The civil engineer shall act as the coordinating agent in the event the need arises for liaison between the other ...
... limited to , inspection and approval as to the establishment of line , grade and drainage of the develop- ment area . The civil engineer shall act as the coordinating agent in the event the need arises for liaison between the other ...
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