Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 52
... 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 area of a Group B , Division 4 ...
... 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 area of a Group B , Division 4 ...
Page 81
... determined by location on property , see Section 504 and Part IV . Exit Facilities Sec . 1004. Stairs , exits and smokeproof enclosures shall be provided as specified in Chapter 33. ( See also Section 3319. ) Light , Ventilation and ...
... determined by location on property , see Section 504 and Part IV . Exit Facilities Sec . 1004. Stairs , exits and smokeproof enclosures shall be provided as specified in Chapter 33. ( See also Section 3319. ) Light , Ventilation and ...
Page 111
... specified in Chapter 17 . For requirements due to occupancy , see Chapters 6 to 12 inclusive . Structural Framework Sec . 1902. Structural framework shall be as specified in Chapter 27 for iron and steel , Chapter 26 for concrete and ...
... specified in Chapter 17 . For requirements due to occupancy , see Chapters 6 to 12 inclusive . Structural Framework Sec . 1902. Structural framework shall be as specified in Chapter 27 for iron and steel , Chapter 26 for concrete and ...
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