Uniform Building Code |
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Page 24
... building official to proceed with the work . ( e ) Occupancy Violations . Whenever any building or 24 201-202 UNIFORM BUILDING CODE CHAPTER Organization and Enforcement Creation of Enforcement Agency Powers and Duties of Building Official.
... building official to proceed with the work . ( e ) Occupancy Violations . Whenever any building or 24 201-202 UNIFORM BUILDING CODE CHAPTER Organization and Enforcement Creation of Enforcement Agency Powers and Duties of Building Official.
Page 28
... building . 6. Be signed by permittee , or his authorized agent , who may be required to submit evidence to indicate such authority . 7. Give such other data and information as may be required by the building official . ( b ) Plans and ...
... building . 6. Be signed by permittee , or his authorized agent , who may be required to submit evidence to indicate such authority . 7. Give such other data and information as may be required by the building official . ( b ) Plans and ...
Page 31
International Conference of Building Officials. issued in accordance with this code . 3. The building official may authorize the refunding of not more than 80 percent of the plan review fee paid when an application for a permit for which ...
International Conference of Building Officials. issued in accordance with this code . 3. The building official may authorize the refunding of not more than 80 percent of the plan review fee paid when an application for a permit for which ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength