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Page 48
... fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire - resistive , " " three - hour fire ... fire - resistive construction . All 48 503 UNIFORM BUILDING CODE.
... fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire - resistive , " " three - hour fire ... fire - resistive construction . All 48 503 UNIFORM BUILDING CODE.
Page 103
International Conference of Building Officials. Definition Chapter 18 TYPE I FIRE - RESISTIVE BUILDINGS Sec . 1801. The structural elements in Type I fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and ...
International Conference of Building Officials. Definition Chapter 18 TYPE I FIRE - RESISTIVE BUILDINGS Sec . 1801. The structural elements in Type I fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and ...
Page 554
International Conference of Building Officials. Chapter 43 FIRE - RESISTIVE STANDARDS General Sec . 4301. In addition to all the other requirements of this code , fire- resistive materials shall meet the requirements for fire - resistive ...
International Conference of Building Officials. Chapter 43 FIRE - RESISTIVE STANDARDS General Sec . 4301. In addition to all the other requirements of this code , fire- resistive materials shall meet the requirements for fire - resistive ...
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