Uniform Building Code |
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Page 20
International Conference of Building Officials. BUILDING CODE The following procedure may be helpful in using the Uniform Building Code : 1. Classify the building : A. FIRE ZONE : Determine the fire zone in which the building is located ...
International Conference of Building Officials. BUILDING CODE The following procedure may be helpful in using the Uniform Building Code : 1. Classify the building : A. FIRE ZONE : Determine the fire zone in which the building is located ...
Page 24
International Conference of Building Officials. alterations , and repairs exceeding 25 percent but not exceeding 50 percent of the value of an existing building or structure and complying with the re- quirements for new buildings or ...
International Conference of Building Officials. alterations , and repairs exceeding 25 percent but not exceeding 50 percent of the value of an existing building or structure and complying with the re- quirements for new buildings or ...
Page 30
... building and of every existing building on the property . In lieu of detailed specifications , the Building Official may approve references on the plans to a specific sec- tion or part of this Code or other ordinances or laws ...
... building and of every existing building on the property . In lieu of detailed specifications , the Building Official may approve references on the plans to a specific sec- tion or part of this Code or other ordinances or laws ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength