California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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... Fire Marshal Department of the Youth Authority Institution Standards ( 916 ) 262-1428 Fire Safety ( 916 ) 445-8421 Fireplace Standards ( 916 ) 445-8421 Department of Water Resources Day Care Centers ( 916 ) 445-8421 Gray Water ...
... Fire Marshal Department of the Youth Authority Institution Standards ( 916 ) 262-1428 Fire Safety ( 916 ) 445-8421 Fireplace Standards ( 916 ) 445-8421 Department of Water Resources Day Care Centers ( 916 ) 445-8421 Gray Water ...
Page vii
California. CA Table of Contents - Volume 1 Administrative , Fire- and Life - Safety , and Field Inspection Provisions Matrix ... Fire Marshal 1-50.2 Section 410A Dry Cleaning Plants ... 1-50.2 Chapter 3 Use or Occupancy 1-13 Section 411A ...
California. CA Table of Contents - Volume 1 Administrative , Fire- and Life - Safety , and Field Inspection Provisions Matrix ... Fire Marshal 1-50.2 Section 410A Dry Cleaning Plants ... 1-50.2 Chapter 3 Use or Occupancy 1-13 Section 411A ...
Page XTC-2
... Fire Marshal Department of Health Services Department of Food and Agriculture California Building Standards Commission SFM DHS AGR BOC Board of Corrections BSC SPCB DSA / SS OSHPD DOSH SL Structural Pest Control Board Division of the ...
... Fire Marshal Department of Health Services Department of Food and Agriculture California Building Standards Commission SFM DHS AGR BOC Board of Corrections BSC SPCB DSA / SS OSHPD DOSH SL Structural Pest Control Board Division of the ...
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