California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page xiii
California. Appendix Chapter 29 Minimum Plumbing Fixtures ... 1–397 Section 3308 Definitions . 1-407 Section 2905 General 1-397 Section 3309 Grading Permit Requirements 1-408 Section 3310 Appendix Chapter 30 Elevators , Dumbwaiters ...
California. Appendix Chapter 29 Minimum Plumbing Fixtures ... 1–397 Section 3308 Definitions . 1-407 Section 2905 General 1-397 Section 3309 Grading Permit Requirements 1-408 Section 3310 Appendix Chapter 30 Elevators , Dumbwaiters ...
Page 2-60
... Section 2105A for additional requirements . 8. Reinforced gypsum concrete . When cast - in - place Class B ç gypsum concrete is being mixed and placed . See Chapter 19A , Division IX , Section 1929A for additional requirements . 9 ...
... Section 2105A for additional requirements . 8. Reinforced gypsum concrete . When cast - in - place Class B ç gypsum concrete is being mixed and placed . See Chapter 19A , Division IX , Section 1929A for additional requirements . 9 ...
Page 2-135
... requirements of Section 1912.14.3.3 or 1912.14.3.4 are allowed only for No. 5 bars and smaller and in accordance with Section 1912.15.4 . 1912.14.3.6 Welded splices and mechanical connections shall maintain the clearance and coverage ...
... requirements of Section 1912.14.3.3 or 1912.14.3.4 are allowed only for No. 5 bars and smaller and in accordance with Section 1912.15.4 . 1912.14.3.6 Welded splices and mechanical connections shall maintain the clearance and coverage ...
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