California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 27
... smoke vents shall be designed using C for the appropriate elements and component . 10Appendages such as mechanical units or screens may be designed per Table 16B - H , Method 2 . For overhangs , the coefficient shall be applied as ...
... smoke vents shall be designed using C for the appropriate elements and component . 10Appendages such as mechanical units or screens may be designed per Table 16B - H , Method 2 . For overhangs , the coefficient shall be applied as ...
Page 66
... Smoke - control system . 14.1 During erection of ductwork and prior to conceal- ment for the purposes of leakage testing and record- ing of device location . 14.2 Prior to occupancy and after sufficient completion for the purposes of ...
... Smoke - control system . 14.1 During erection of ductwork and prior to conceal- ment for the purposes of leakage testing and record- ing of device location . 14.2 Prior to occupancy and after sufficient completion for the purposes of ...
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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/mm² 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