California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 24
... lath houses and agricultural buildings 5 5 5 5 No reductions permitted 10 10 10 10 Where snow loads occur , the roof structure shall be designed for such loads as determined by the building official . See Section 1605B.4 . For special ...
... lath houses and agricultural buildings 5 5 5 5 No reductions permitted 10 10 10 10 Where snow loads occur , the roof structure shall be designed for such loads as determined by the building official . See Section 1605B.4 . For special ...
Page 31
... lath and plaster or gypsum board screw or nail attached to suspended members that support a ceiling at one level extending from wall to wall need not be analyzed provided that the minimum distance between opposing walls is not over 50 ...
... lath and plaster or gypsum board screw or nail attached to suspended members that support a ceiling at one level extending from wall to wall need not be analyzed provided that the minimum distance between opposing walls is not over 50 ...
Page 53
... lath and plaster in good condition . LD : If boundary , collector and splice elements present and nailing is certified to comply . LD : With full edge and field nailing without splitting of paper or plaster , and nailing is verified to ...
... lath and plaster in good condition . LD : If boundary , collector and splice elements present and nailing is certified to comply . LD : With full edge and field nailing without splitting of paper or plaster , and nailing is verified 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