California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page XTC-33
California. MATRIX ADOPTION TABLES - VOLUME 2 CHAPTER 16 - STRUCTURAL FORCES LOCAL LOCAL FIRE HEALTH ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL OFFICIAL OFFICIAL STATE AGENCY HCD OSHPD DSA CA ADOPTING AGENCY CA 1 2 AC Adopt entire UBC ...
California. MATRIX ADOPTION TABLES - VOLUME 2 CHAPTER 16 - STRUCTURAL FORCES LOCAL LOCAL FIRE HEALTH ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL OFFICIAL OFFICIAL STATE AGENCY HCD OSHPD DSA CA ADOPTING AGENCY CA 1 2 AC Adopt entire UBC ...
Page XTC-34
California. CHAPTER 17A - STRUCTURAL TESTS AND INSPECTIONS ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL HCD LOCAL FIRE OFFICIAL LOCAL HEALTH OFFICIAL STATE AGENCY OSHPD CA 1 2 DSA AC CA DSA SFM ADOPTING AGENCY Adopt entire California ...
California. CHAPTER 17A - STRUCTURAL TESTS AND INSPECTIONS ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL HCD LOCAL FIRE OFFICIAL LOCAL HEALTH OFFICIAL STATE AGENCY OSHPD CA 1 2 DSA AC CA DSA SFM ADOPTING AGENCY Adopt entire California ...
Page 98
... 1 & HCD - 2 . Chapter 10 - Delete Section 1003.3.1.6.1a ; and add Sec- tion ... AC in Sections 3003.4.1a , 3003.4.6.2a , 3003.4.7a , 3003.4.8a , 3003.4.9a ... AC and SFM . Appendix Chapters : Appendix Chapter A - 3 , correct to read ...
... 1 & HCD - 2 . Chapter 10 - Delete Section 1003.3.1.6.1a ; and add Sec- tion ... AC in Sections 3003.4.1a , 3003.4.6.2a , 3003.4.7a , 3003.4.8a , 3003.4.9a ... AC and SFM . Appendix Chapters : Appendix Chapter A - 3 , correct to read ...
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