Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 43
Page 112
... Stair Construction Sec . 1905. Stairs and stair platforms of Type II - F.R . buildings shall be constructed of reinforced concrete , iron or steel with treads and risers of concrete , iron or steel . Brick , marble , tile or other hard ...
... Stair Construction Sec . 1905. Stairs and stair platforms of Type II - F.R . buildings shall be constructed of reinforced concrete , iron or steel with treads and risers of concrete , iron or steel . Brick , marble , tile or other hard ...
Page 117
International Conference of Building Officials. Stair Construction 2 Sec . 2104. Stairs shall be constructed as specified in Section 2106 . In buildings more than three stories in height , stairs shall be constructed as required for Type ...
International Conference of Building Officials. Stair Construction 2 Sec . 2104. Stairs shall be constructed as specified in Section 2106 . In buildings more than three stories in height , stairs shall be constructed as required for Type ...
Page 505
... stairs shall not exceed the smallest by more than inch . The greatest riser height within any flight of stairs shall not exceed the smallest by more than inch . EXCEPTIONS : 1. Private stairways serving an occupant load of less than 10 ...
... stairs shall not exceed the smallest by more than inch . The greatest riser height within any flight of stairs shall not exceed the smallest by more than inch . EXCEPTIONS : 1. Private stairways serving an occupant load of less than 10 ...
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