California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page iii
California. California Building Code Preface This document is a portion of the second part of the 11 parts of the California Code of Regulations , Title 24 , also referred to as the California Building Standards Code . This portion is ...
California. California Building Code Preface This document is a portion of the second part of the 11 parts of the California Code of Regulations , Title 24 , also referred to as the California Building Standards Code . This portion is ...
Page v
California. How to Distinguish Model Code Language from California Amendments To distinguish between model code language and incorporated California amendments , including exclusive California standards , California amendments will ...
California. How to Distinguish Model Code Language from California Amendments To distinguish between model code language and incorporated California amendments , including exclusive California standards , California amendments will ...
Page 37
... CALIFORNIA BUILDING CODE 1640B 1640B.2.5 SECTION 1640B — GENERAL - 1640B.1 General Requirements for Existing State - owned Buildings . 1640B.1.1 Purpose . All modifications , alterations , and / or re- pairs to existing structures or ...
... CALIFORNIA BUILDING CODE 1640B 1640B.2.5 SECTION 1640B — GENERAL - 1640B.1 General Requirements for Existing State - owned Buildings . 1640B.1.1 Purpose . All modifications , alterations , and / or re- pairs to existing structures or ...
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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