California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
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Page XTC-1
... adoption table indicating state en- forcement responsibilities and local enforcement responsibilities . The side headings identify the scope of state agencies ' adoption as follows : Adopt the entire UBC chapter without state amendments ...
... adoption table indicating state en- forcement responsibilities and local enforcement responsibilities . The side headings identify the scope of state agencies ' adoption as follows : Adopt the entire UBC chapter without state amendments ...
Page XTC-30
... Adopt entire UBC chapter without amendments Adopt entire UBC chapter as amended ( amended sections listed below ) Adopts only those X sections which are listed below Division II UBC X Division III UBC X APPENDIX CHAPTER A9 - BASEMENT ...
... Adopt entire UBC chapter without amendments Adopt entire UBC chapter as amended ( amended sections listed below ) Adopts only those X sections which are listed below Division II UBC X Division III UBC X APPENDIX CHAPTER A9 - BASEMENT ...
Page XTC-32
... Adopt entire UBC X X chapter without amendments Adopt entire UBC chapter as amended ( amended sections listed below ) Adopts only those X sections which are listed below Division I UBC Division II UBC X 3111 UBC 3113 UBC 3115 UBC UBC ...
... Adopt entire UBC X X chapter without amendments Adopt entire UBC chapter as amended ( amended sections listed below ) Adopts only those X sections which are listed below Division I UBC Division II UBC X 3111 UBC 3113 UBC 3115 UBC UBC ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
6 other sections not shown
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Common terms and phrases
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