California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 78
... noncombustible construction 601.5 COMBUSTION ENGINES AND GAS TURBINES 413A 301 COMMERCE Of buildings , by types of construction 601 Definition 204 Of fire - resistive construction 703 COMMERCIAL FACILITIES CLAY ROOF TILE Application of ...
... noncombustible construction 601.5 COMBUSTION ENGINES AND GAS TURBINES 413A 301 COMMERCE Of buildings , by types of construction 601 Definition 204 Of fire - resistive construction 703 COMMERCIAL FACILITIES CLAY ROOF TILE Application of ...
Page 82
... noncombustible exterior walls 703.4 Insulation , definition 703 709 704 503.2 , 709 1502 .... 207 ; 601.5.2 ; 601.5.4 ; 602.1 ; 603.1 ; 803 , Item 2 ; 2304.5 FOOD ESTABLISHMENTS FOOTING Bleacher Concrete , design Definition 311.2.2 ...
... noncombustible exterior walls 703.4 Insulation , definition 703 709 704 503.2 , 709 1502 .... 207 ; 601.5.2 ; 601.5.4 ; 602.1 ; 603.1 ; 803 , Item 2 ; 2304.5 FOOD ESTABLISHMENTS FOOTING Bleacher Concrete , design Definition 311.2.2 ...
Page 87
... NONCOMBUSTIBLE , definition NONCONFORMING BUILDINGS 2318.3 , Table 23-11 - B - 1 PAINT STORAGE 307.1 PAINT STORES , without bulk handling 309.1 Chapter 11A 104.2.8 ... 215 .... 215 3403 , Appendix 3406 and 3413 Where required NORMAL ...
... NONCOMBUSTIBLE , definition NONCONFORMING BUILDINGS 2318.3 , Table 23-11 - B - 1 PAINT STORAGE 307.1 PAINT STORES , without bulk handling 309.1 Chapter 11A 104.2.8 ... 215 .... 215 3403 , Appendix 3406 and 3413 Where required NORMAL ...
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