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Page 74
International Conference of Building Officials. Chapter 10 REQUIREMENTS FOR GROUP H OCCUPANCIES Group H Occupancies Defined Sec . 1001. Group H Occupancies shall be : Division 1. Storage and handling of hazardous and highly flammable or ...
International Conference of Building Officials. Chapter 10 REQUIREMENTS FOR GROUP H OCCUPANCIES Group H Occupancies Defined Sec . 1001. Group H Occupancies shall be : Division 1. Storage and handling of hazardous and highly flammable or ...
Page 79
... Group B , Divisions 1 , 2 and 3 Occupancies Defined Sec . 1101. Group B , Divisions 1 , 2 and 3 Occupancies shall be : Division 1. Gasoline service stations , storage garages where no repair work is done except exchange of parts and ...
... Group B , Divisions 1 , 2 and 3 Occupancies Defined Sec . 1101. Group B , Divisions 1 , 2 and 3 Occupancies shall be : Division 1. Gasoline service stations , storage garages where no repair work is done except exchange of parts and ...
Page 511
... Group A , Division 1 Occupancies Sec . 3315. ( a ) Main Exit . Every Group A , Division 1 Occupancy shall be provided with a main exit . The main exit shall be of sufficient width to accommodate one - half of the total occupant load but ...
... Group A , Division 1 Occupancies Sec . 3315. ( a ) Main Exit . Every Group A , Division 1 Occupancy shall be provided with a main exit . The main exit shall be of sufficient width to accommodate one - half of the total occupant load but ...
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