California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page ix
... Ventilation in Groups A , B , E , F , H , I , M and S Occupancies Section 1203 Light and Ventilation in Group R Occupancies .. 1-135 1-136 1-134.21 Section 1204 Eaves 1-137 Section 1112B Accessibility for Group S Section 1205 ...
... Ventilation in Groups A , B , E , F , H , I , M and S Occupancies Section 1203 Light and Ventilation in Group R Occupancies .. 1-135 1-136 1-134.21 Section 1204 Eaves 1-137 Section 1112B Accessibility for Group S Section 1205 ...
Page xii
... Ventilation Section 314A Applicability of Other Provisions . . . . 1-316.1 Section 315A Definitions 1-316.1 Section 1206 Scope Section 1207 Ventilation Section 316A Construction , Height and Division II Sound Transmission Control ...
... Ventilation Section 314A Applicability of Other Provisions . . . . 1-316.1 Section 315A Definitions 1-316.1 Section 1206 Scope Section 1207 Ventilation Section 316A Construction , Height and Division II Sound Transmission Control ...
Page 93
... VENTILATION Chapter 11A Attic 223 1403.5 1403.6 1403.2 , 1403.4.2 , 1403.5 1403.2 1403.4 2604 2307 1505.3 221 Motion ... VENTILATION ) For public garages ( see VENTILATION ) For smoke and heat 906 For stages ( see VENTILATION ) VENTS ...
... VENTILATION Chapter 11A Attic 223 1403.5 1403.6 1403.2 , 1403.4.2 , 1403.5 1403.2 1403.4 2604 2307 1505.3 221 Motion ... VENTILATION ) For public garages ( see VENTILATION ) For smoke and heat 906 For stages ( see VENTILATION ) VENTS ...
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