Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 52
... stories . 2. Section 3802 ( b ) 5 for Group H , Divisions 1 and 2 Occupancies . 3. Substitution for one - hour fire - resistive construction pursuant to Sec- tion 508 . Maximum Height of Buildings and Increases Sec . 507. The maximum ...
... stories . 2. Section 3802 ( b ) 5 for Group H , Divisions 1 and 2 Occupancies . 3. Substitution for one - hour fire - resistive construction pursuant to Sec- tion 508 . Maximum Height of Buildings and Increases Sec . 507. The maximum ...
Page 85
... stories in height or having more than 3000 square feet of floor area above the first story , shall be not less than one - hour fire - resistive construction throughout . EXCEPTION : Dwelling units within an apartment house not over two ...
... stories in height or having more than 3000 square feet of floor area above the first story , shall be not less than one - hour fire - resistive construction throughout . EXCEPTION : Dwelling units within an apartment house not over two ...
Page 87
... story and two - story buildings . For buildings more than two stories in height the minimum width of the yard shall be increased at the rate of 1 foot for each additional story . For buildings exceeding 14 stories in height , the ...
... story and two - story buildings . For buildings more than two stories in height the minimum width of the yard shall be increased at the rate of 1 foot for each additional story . For buildings exceeding 14 stories in height , the ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength