California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page v
... codes are published in affiliation with other organizations such as the International Fire Code Institute ( IFCI ) and the International Code Council ( ICC ) . Refer- ence materials and related codes also are available to improve knowledge ...
... codes are published in affiliation with other organizations such as the International Fire Code Institute ( IFCI ) and the International Code Council ( ICC ) . Refer- ence materials and related codes also are available to improve knowledge ...
Page vi
... code sections , the manual is in a loose - leaf format for easy insertion of code applications published in IFCI's Fire Code Journal . Quick - Reference Guide to the Occupancy Requirements of the 1997 UBC . Code requirements are ...
... code sections , the manual is in a loose - leaf format for easy insertion of code applications published in IFCI's Fire Code Journal . Quick - Reference Guide to the Occupancy Requirements of the 1997 UBC . Code requirements are ...
Page 82
... fire protection Distance to exits reduced due to Existing high - rise buildings .. Existing systems Fire department notification For alternate to one - hour - rated construction For atria For drinking establishments For high - rise ...
... fire protection Distance to exits reduced due to Existing high - rise buildings .. Existing systems Fire department notification For alternate to one - hour - rated construction For atria For drinking establishments For high - rise ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength