California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 37
... All modifications , alterations , and / or re- pairs to existing structures ... adoption of this division and did not require the application of this division ... ( UBC ) Appendix Chapter 16 , Sections 1650–1661 , are to apply to the use of ...
... All modifications , alterations , and / or re- pairs to existing structures ... adoption of this division and did not require the application of this division ... ( UBC ) Appendix Chapter 16 , Sections 1650–1661 , are to apply to the use of ...
Page 166
... adopted by the State of California . 4.2 Not adopted by the State of California . 4.3 UBC Standard 21-1 , Section ... All such items not fully embedded in mortar or grout shall either be corrosion resistant or shall be coated after ...
... adopted by the State of California . 4.2 Not adopted by the State of California . 4.3 UBC Standard 21-1 , Section ... All such items not fully embedded in mortar or grout shall either be corrosion resistant or shall be coated after ...
Page 264
... all grades of sanded exterior - type plywood . See UBC Standard 23-2 for plywood species groups . 4Applicable to underlayment grade and C - C ( plugged ) plywood , and single floor grade wood structural panels . TABLE 23B - I - T - 2 ...
... all grades of sanded exterior - type plywood . See UBC Standard 23-2 for plywood species groups . 4Applicable to underlayment grade and C - C ( plugged ) plywood , and single floor grade wood structural panels . TABLE 23B - I - T - 2 ...
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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