California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 203
... WOOD NOTE : This chapter is applicable to hospitals , skilled nursing facilities , intermediate - care facilities , correctional treatment centers regulated by the Office of Statewide Health Planning and Development . EXCEPTION : Single ...
... WOOD NOTE : This chapter is applicable to hospitals , skilled nursing facilities , intermediate - care facilities , correctional treatment centers regulated by the Office of Statewide Health Planning and Development . EXCEPTION : Single ...
Page 217
... Wood structural panels . Wood structural panels shall be manufactured using exterior glue . Wood structural panel diaphragms and shear walls shall be con- structed with wood structural panel sheets not less than 4 feet by 8 feet ( 1219 ...
... Wood structural panels . Wood structural panels shall be manufactured using exterior glue . Wood structural panel diaphragms and shear walls shall be con- structed with wood structural panel sheets not less than 4 feet by 8 feet ( 1219 ...
Page 264
... WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS ( Plywood structural panels are five - ply , five - layer unless otherwise noted . ) 1,2 LOAD AT MAXIMUM SPAN ( psf ) × 0.0479 ...
... WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS ( Plywood structural panels are five - ply , five - layer unless otherwise noted . ) 1,2 LOAD AT MAXIMUM SPAN ( psf ) × 0.0479 ...
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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/mm˛ 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