California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 20
Page 166
... mortar or grout shall either be corrosion resistant or shall be coated after fabrication with copper , zinc or a metal having at least equivalent corrosion - resistant properties . 8. Mortar . 8.1 UBC Standard 21-15 , Mortar for Unit ...
... mortar or grout shall either be corrosion resistant or shall be coated after fabrication with copper , zinc or a metal having at least equivalent corrosion - resistant properties . 8. Mortar . 8.1 UBC Standard 21-15 , Mortar for Unit ...
Page 167
... mortar or grout . 2103B.5.3 Air entrainment . Air - entraining substances shall not be used in mortar or grout unless tests are conducted to deter- mine compliance with the requirements of this code . 2103B.5.4 Colors . Only pure ...
... mortar or grout . 2103B.5.3 Air entrainment . Air - entraining substances shall not be used in mortar or grout unless tests are conducted to deter- mine compliance with the requirements of this code . 2103B.5.4 Colors . Only pure ...
Page 168
... Mortar . The mortar shall be sufficiently plastic and units shall be placed with sufficient pressure to extrude mortar from the joint and produce a tight joint . Deep furrowing which produces voids shall not be used . The initial bed ...
... Mortar . The mortar shall be sufficiently plastic and units shall be placed with sufficient pressure to extrude mortar from the joint and produce a tight joint . Deep furrowing which produces voids shall not be used . The initial bed ...
Other editions - View all
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/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