California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 20
Page 22
... Assembly areas3 and auditoriums and balconies therewith 4. Cornices and marquees Office use Computer use Fixed seating areas Movable seating and other areas Stage areas and enclosed platforms 100 2,0002 2,0002 150 0 50 0 100 0 125 0 604 ...
... Assembly areas3 and auditoriums and balconies therewith 4. Cornices and marquees Office use Computer use Fixed seating areas Movable seating and other areas Stage areas and enclosed platforms 100 2,0002 2,0002 150 0 50 0 100 0 125 0 604 ...
Page 28
... assembly use for more than 300 people and portions of connecting or adjacent structures , the collapse of which would endanger the assembly area or restrict egress from it . ( For earthquake , see Category III . ) Garages and shelters ...
... assembly use for more than 300 people and portions of connecting or adjacent structures , the collapse of which would endanger the assembly area or restrict egress from it . ( For earthquake , see Category III . ) Garages and shelters ...
Page 67
... assemblies . 1704B.5 Pipes and Conduits . See Section 1612B.2 for design requirements for removal of material for pipes , conduit and other equipment . 1704B.6 Certificate and Inspection . 1704B.6.1 Materials . Materials and the assembly ...
... assemblies . 1704B.5 Pipes and Conduits . See Section 1612B.2 for design requirements for removal of material for pipes , conduit and other equipment . 1704B.6 Certificate and Inspection . 1704B.6.1 Materials . Materials and the assembly ...
Other editions - View all
Common terms and phrases
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