California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 20
... hazards affecting the site . The geotechnical report shall include , but shall not be limited to , site - specific evalu- ations of design criteria related to the nature and extent of founda- tion materials , groundwater conditions ...
... hazards affecting the site . The geotechnical report shall include , but shall not be limited to , site - specific evalu- ations of design criteria related to the nature and extent of founda- tion materials , groundwater conditions ...
Page 23
... Hazardous occupancies , see Section 307.10 5 2 x total loads5 See Part 7 , Title 24 See Table 16B - O Total loads 1.25 total load6 See Table 16B - 0 0.10 total load7 508 208 259 6,00010 See Footnote 11 Total loads 12 See Footnote 11 See ...
... Hazardous occupancies , see Section 307.10 5 2 x total loads5 See Part 7 , Title 24 See Table 16B - O Total loads 1.25 total load6 See Table 16B - 0 0.10 total load7 508 208 259 6,00010 See Footnote 11 Total loads 12 See Footnote 11 See ...
Page 28
... Hazardous facilities TABLE 16B - K - OCCUPANCY CATEGORY OCCUPANCY OR FUNCTIONS OF STRUCTURE Hospitals and other medical facilities as defined in Section 1250 , Health and Safety Code . Group I , Division 1 Occupancies having surgery and ...
... Hazardous facilities TABLE 16B - K - OCCUPANCY CATEGORY OCCUPANCY OR FUNCTIONS OF STRUCTURE Hospitals and other medical facilities as defined in Section 1250 , Health and Safety Code . Group I , Division 1 Occupancies having surgery and ...
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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/mm˛ 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