Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 680
... Fire hose threads used in connection with fire - extinguishing systems shall be National Standard hose thread or as approved by the fire department . In buildings used for high - piled combustible storage , fire protection shall be in ...
... Fire hose threads used in connection with fire - extinguishing systems shall be National Standard hose thread or as approved by the fire department . In buildings used for high - piled combustible storage , fire protection shall be in ...
Page 702
... FIRE ASSEMBLY , SELF - CLOSING , is a fire assembly which is kept in a normally closed position and is equipped with an approved device to ensure closing and latching after having been opened for use . ( c ) Identification of Fire Doors ...
... FIRE ASSEMBLY , SELF - CLOSING , is a fire assembly which is kept in a normally closed position and is equipped with an approved device to ensure closing and latching after having been opened for use . ( c ) Identification of Fire Doors ...
Page 703
... fire doors shall have not less than two hinges , and when such door exceeds 60 inches in height an additional hinge shall be installed for each additional 30 inches of height or ... fire - resistive elements of fire - 703 1988 EDITION 4306.
... fire doors shall have not less than two hinges , and when such door exceeds 60 inches in height an additional hinge shall be installed for each additional 30 inches of height or ... fire - resistive elements of fire - 703 1988 EDITION 4306.
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength