California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 92
Page XTC-35
California. CHAPTER 19A - CONCRETE LOCAL ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL LOCAL FIRE OFFICIAL HEALTH OFFICIAL STATE AGENCY HCD OSHPD ADOPTING AGENCY CA 1 2 DSA AC CA DSA SFM DHS AGR BOC BSC SPCB SS 1 2 3 4 DOSH SL X Adopt ...
California. CHAPTER 19A - CONCRETE LOCAL ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL LOCAL FIRE OFFICIAL HEALTH OFFICIAL STATE AGENCY HCD OSHPD ADOPTING AGENCY CA 1 2 DSA AC CA DSA SFM DHS AGR BOC BSC SPCB SS 1 2 3 4 DOSH SL X Adopt ...
Page XTC-36
California. CHAPTER 21A - MASONRY LOCAL ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL LOCAL FIRE OFFICIAL HEALTH OFFICIAL STATE AGENCY HCD OSHPD CA 1 2 DSA AC CA SFM ADOPTING AGENCY Adopt entire California chapter * DOSH has not adopted ...
California. CHAPTER 21A - MASONRY LOCAL ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL LOCAL FIRE OFFICIAL HEALTH OFFICIAL STATE AGENCY HCD OSHPD CA 1 2 DSA AC CA SFM ADOPTING AGENCY Adopt entire California chapter * DOSH has not adopted ...
Page 2-60
... building official may waive the requirement for the employment of a special inspector if the construction is of a minor nature . 1701.2 Special Inspector . The special inspector shall be a quali- fied person who shall demonstrate ...
... building official may waive the requirement for the employment of a special inspector if the construction is of a minor nature . 1701.2 Special Inspector . The special inspector shall be a quali- fied person who shall demonstrate ...
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