California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page xi
... System and Components .... Section 3203 Space below Sidewalk 1-295 1-294.8 ... Systems . . . 1-294.11 C Division I 1-299 A Section 3137B Waste Water Disposal 1 ... Automatic Sprinkler and 1-294.21 Standpipe Systems . 1-309 Section 3103D ...
... System and Components .... Section 3203 Space below Sidewalk 1-295 1-294.8 ... Systems . . . 1-294.11 C Division I 1-299 A Section 3137B Waste Water Disposal 1 ... Automatic Sprinkler and 1-294.21 Standpipe Systems . 1-309 Section 3103D ...
Page XTC-39
... automatic fire sprinkler system . See Section 504.2 for allowable floor area of multistory buildings . E. HEIGHT AND NUMBER OF STORIES : Compute the height of the building , Section 209 , and determine the number of stories , Section ...
... automatic fire sprinkler system . See Section 504.2 for allowable floor area of multistory buildings . E. HEIGHT AND NUMBER OF STORIES : Compute the height of the building , Section 209 , and determine the number of stories , Section ...
Page 94
... automatic sprinkler system and standpipes 904.1.2 . 1905 WIRE MESH For roofing tile application Hangers for suspended ceilings Holddowns for lay - in ceiling panels Masonry joint reinforcement ( see MASONRY ) Veneer , anchorage WIRED ...
... automatic sprinkler system and standpipes 904.1.2 . 1905 WIRE MESH For roofing tile application Hangers for suspended ceilings Holddowns for lay - in ceiling panels Masonry joint reinforcement ( see MASONRY ) Veneer , anchorage WIRED ...
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