California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 217
... panel edge , shall be spaced not more than 6 inches ( 152 mm ) on center along panel edge bearings , and shall be firmly driven into the framing members . Nails shall be placed not less than 1⁄2 inch ( 12.7 mm ) in from the panel edge ...
... panel edge , shall be spaced not more than 6 inches ( 152 mm ) on center along panel edge bearings , and shall be firmly driven into the framing members . Nails shall be placed not less than 1⁄2 inch ( 12.7 mm ) in from the panel edge ...
Page 259
... PANEL WALLS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1,2,4,7 PANELS APPLIED DIRECTLY TO FRAMING Nail Spacing at Panel Edges ( in . ) CACA CA MINIMUM NOMINAL PANEL THICKNESS ( inches ) MINIMUM NAIL PENETRATION IN FRAMING ...
... PANEL WALLS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1,2,4,7 PANELS APPLIED DIRECTLY TO FRAMING Nail Spacing at Panel Edges ( in . ) CACA CA MINIMUM NOMINAL PANEL THICKNESS ( inches ) MINIMUM NAIL PENETRATION IN FRAMING ...
Page 263
... panel , unless otherwise marked ] . Casing or finish nails spaced 6 inches ( 152 mm ) on panel edges , 12 inches ( 305 mm ) at intermediate supports . Il Panel supports at 24 inches ( 610 mm ) . Casing or finish nails spaced 6 inches ...
... panel , unless otherwise marked ] . Casing or finish nails spaced 6 inches ( 152 mm ) on panel edges , 12 inches ( 305 mm ) at intermediate supports . Il Panel supports at 24 inches ( 610 mm ) . Casing or finish nails spaced 6 inches ...
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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