Uniform Building Code |
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Page 64
in HPM storage rooms not exceeding 6000 square feet in area . Such HPM storage rooms shall be separated from all other areas by not less than a two - hour fireresistive occupancy separation when the area is 300 square feet or more and ...
in HPM storage rooms not exceeding 6000 square feet in area . Such HPM storage rooms shall be separated from all other areas by not less than a two - hour fireresistive occupancy separation when the area is 300 square feet or more and ...
Page 72
Every sleeping room below the fourth story shall have at least one operable window or exterior door approved for emergency ... All escape or rescue windows from sleeping rooms shall have a minimum net clear opening of 5.7 square feet .
Every sleeping room below the fourth story shall have at least one operable window or exterior door approved for emergency ... All escape or rescue windows from sleeping rooms shall have a minimum net clear opening of 5.7 square feet .
Page 575
( d ) Exits Through Adjoining Rooms . Interior rooms may exit through adjoining or intervening rooms , provided the total distance of travel through such rooms to an exit corridor does not exceed that specified in Subsection ( c ) 1 ...
( d ) Exits Through Adjoining Rooms . Interior rooms may exit through adjoining or intervening rooms , provided the total distance of travel through such rooms to an exit corridor does not exceed that specified in Subsection ( c ) 1 ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood