Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 51
Page 52
... limited , if the building is provided with an approved automatic sprinkler system throughout , as specified in Chapter 38 , and entirely surrounded and ad- joined by public space , streets or yards not less than 60 feet in width . The ...
... limited , if the building is provided with an approved automatic sprinkler system throughout , as specified in Chapter 38 , and entirely surrounded and ad- joined by public space , streets or yards not less than 60 feet in width . The ...
Page 209
... limited to 1/360 of the span between supporting joists or beams . Deflection of flooring relative to joists under a 1 - inch - diameter con- centrated load of 200 pounds limited to 0.125 inch or less when loaded midway between ...
... limited to 1/360 of the span between supporting joists or beams . Deflection of flooring relative to joists under a 1 - inch - diameter con- centrated load of 200 pounds limited to 0.125 inch or less when loaded midway between ...
Page 653
... limited to , inspection and approval as to the establishment of line , grade and drainage of the development 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 development area . The civil engineer shall act as the coordinating agent in the event the need arises for liaison between the other ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength