Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 91
... type of construction set forth in Table No. 17 - A shall be classified by the building official into a type having an equal or lesser degree of fire resistance . No building or portion thereof shall be required to conform to the de ...
... type of construction set forth in Table No. 17 - A shall be classified by the building official into a type having an equal or lesser degree of fire resistance . No building or portion thereof shall be required to conform to the de ...
Page 111
... Type II fire - resistive buildings shall be of steel , iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R ...
... Type II fire - resistive buildings shall be of steel , iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R ...
Page 112
... Type II One - hour and Type II - N buildings as determined by location on property , see Section 504 and Table No. 5 - A . Floors Sec . 1904. ( a ) Wood Sleepers . Where wood sleepers are used for laying wood flooring on masonry or ...
... Type II One - hour and Type II - N buildings as determined by location on property , see Section 504 and Table No. 5 - A . Floors Sec . 1904. ( a ) Wood Sleepers . Where wood sleepers are used for laying wood flooring on masonry or ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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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