California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 122
... panels such as nonstructural architectural cladding panels or column covers are not required to meet the provisions of Section 1916B.7 . 1916B.4 Details . 1916B.4.1 All details of reinforcement , connections , bearing seats , inserts ...
... panels such as nonstructural architectural cladding panels or column covers are not required to meet the provisions of Section 1916B.7 . 1916B.4 Details . 1916B.4.1 All details of reinforcement , connections , bearing seats , inserts ...
Page 217
... 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 mm by 2438 mm ) ...
... 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 mm by 2438 mm ) ...
Page 264
... PANEL COMBINATION SUBFLOOR - UNDERLAYMENT ( SINGLE FLOOR ) 1,2 Panels Continuous over Two or More Spans and Strength Axis Perpendicular to Supports MAXIMUM SPACING OF JOISTS ( inches ) IDENTIFICATION 20 16 518 314 Species Group3 2 , 3 4 ...
... PANEL COMBINATION SUBFLOOR - UNDERLAYMENT ( SINGLE FLOOR ) 1,2 Panels Continuous over Two or More Spans and Strength Axis Perpendicular to Supports MAXIMUM SPACING OF JOISTS ( inches ) IDENTIFICATION 20 16 518 314 Species Group3 2 , 3 4 ...
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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