California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 22
... Exit facilities shall include such uses as corridors serving an occupant load of 10 or more persons , exterior exit balconies , stairways , fire escapes and similar uses . " Individual stair treads shall be designed to support a 300 ...
... Exit facilities shall include such uses as corridors serving an occupant load of 10 or more persons , exterior exit balconies , stairways , fire escapes and similar uses . " Individual stair treads shall be designed to support a 300 ...
Page 23
... Exit facilities serving an occupant load greater than 5014 Other than exit facilities Components 10. Vehicle barriers 11. Handrails 12. Storage racks 12.1 Storage racks and wall - hung cabinets 13. Fire sprinkler structural support 14 ...
... Exit facilities serving an occupant load greater than 5014 Other than exit facilities Components 10. Vehicle barriers 11. Handrails 12. Storage racks 12.1 Storage racks and wall - hung cabinets 13. Fire sprinkler structural support 14 ...
Page 223
... Exit Facilities . In Seismic Zones 3 and 4 , exterior exit balconies , stairs and similar exit facilities shall be positively an- chored to the primary structure at not over 8 feet ( 2438 mm ) on center or shall be designed for lateral ...
... Exit Facilities . In Seismic Zones 3 and 4 , exterior exit balconies , stairs and similar exit facilities shall be positively an- chored to the primary structure at not over 8 feet ( 2438 mm ) on center or shall be designed for lateral ...
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1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength