California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 222
... studs , and 10 feet ( 3048 mm ) for interior nonload - bearing studs . When used in bear- ing walls , utility studs shall support not more than a roof and ceil- ing load . 2326B.11.1.3 Spacing . Studs supporting floors shall be spaced ...
... studs , and 10 feet ( 3048 mm ) for interior nonload - bearing studs . When used in bear- ing walls , utility studs shall support not more than a roof and ceil- ing load . 2326B.11.1.3 Spacing . Studs supporting floors shall be spaced ...
Page 260
... STUD SPACING ( inches ) PLYWOOD SIDING APPLIED DIRECTLY TO STUDS OR OVER SHEATHING x 25.4 for mm 162 24 2May be 24 inches ( 610 mm ) if plywood siding applied with face grain perpendicular to studs or over one of the following : ( 1 ) 1 ...
... STUD SPACING ( inches ) PLYWOOD SIDING APPLIED DIRECTLY TO STUDS OR OVER SHEATHING x 25.4 for mm 162 24 2May be 24 inches ( 610 mm ) if plywood siding applied with face grain perpendicular to studs or over one of the following : ( 1 ) 1 ...
Page 261
... studs ) THICKNESS ( inch ) Siding Nailed to Studs GRADE 16 5116 24 318 24 2 - M - W 7116 16 16 STUD SPACING ( inches ) x 25.4 for mm TABLE 23B - I - O Sheathing under Coverings Specified in Section 2326B.11.3 Parallel or Perpendicular to ...
... studs ) THICKNESS ( inch ) Siding Nailed to Studs GRADE 16 5116 24 318 24 2 - M - W 7116 16 16 STUD SPACING ( inches ) x 25.4 for mm TABLE 23B - I - O Sheathing under Coverings Specified in Section 2326B.11.3 Parallel or Perpendicular to ...
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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