California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 20
... approved engineering geologic report shall be submitted with or as part of the geotechnical report . 1634B.2.1.2 The geotechnical report shall be submitted to the en- forcement agency for review and approval . The review shall de ...
... approved engineering geologic report shall be submitted with or as part of the geotechnical report . 1634B.2.1.2 The geotechnical report shall be submitted to the en- forcement agency for review and approval . The review shall de ...
Page 67
... approved , the nondestructive testing rate for an individual welder or welding operator may be reduced to 25 percent ... approved by the building official and outlined in the project plans and specifications , this nondestructive ...
... approved , the nondestructive testing rate for an individual welder or welding operator may be reduced to 25 percent ... approved by the building official and outlined in the project plans and specifications , this nondestructive ...
Page 223
... approved drawings . 2326B.11.8 Not adopted by OSHPD . 2326B.11.9 Cutting and notching . Any cutting and notching shall be detailed on the approved plans . 2326B.11.10 Bored holes . Holes exceeding one third of the width of the member ...
... approved drawings . 2326B.11.8 Not adopted by OSHPD . 2326B.11.9 Cutting and notching . Any cutting and notching shall be detailed on the approved plans . 2326B.11.10 Bored holes . Holes exceeding one third of the width of the member ...
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Common terms and phrases
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