California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 68
Page 2-184
... enforcement agency . If any anchors fail the tension - testing requirements , the additional testing require- ments shall be acceptable to the enforcement agency . The above requirements shall also apply to bolts or anchors set in ...
... enforcement agency . If any anchors fail the tension - testing requirements , the additional testing require- ments shall be acceptable to the enforcement agency . The above requirements shall also apply to bolts or anchors set in ...
Page 2-37
... enforcement agency . This inspection shall be made by a qualified inspector ap- proved by the enforcement agency . The inspector shall furnish the architect , structural engineer and the enforcement agency with a report that the ...
... enforcement agency . This inspection shall be made by a qualified inspector ap- proved by the enforcement agency . The inspector shall furnish the architect , structural engineer and the enforcement agency with a report that the ...
Page 2-19
... enforcement agency , except where such other codes , standards or specifications are specifically adopted by this code as primary standards . 2316A.2 Amendments . 1. Sec . 1.1 . Delete and substitute the following : The design of ...
... enforcement agency , except where such other codes , standards or specifications are specifically adopted by this code as primary standards . 2316A.2 Amendments . 1. Sec . 1.1 . Delete and substitute the following : The design of ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
6 other sections not shown
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Common terms and phrases
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