Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 271
... coat work when applied over metal and wire lath , and shall be not less than two- coat work when applied over other plaster bases allowed in this Chapter . Lime or cement plaster shall not be applied directly to fiber insulation lath or ...
... coat work when applied over metal and wire lath , and shall be not less than two- coat work when applied over other plaster bases allowed in this Chapter . Lime or cement plaster shall not be applied directly to fiber insulation lath or ...
Page 272
... coat , for three- coat work , shall be mixed in the proportion of one part of gyp- sum or hardwall plaster to not more than two parts of sand by weight . The first coat for two - coat work shall be mixed in the proportion of one part ...
... coat , for three- coat work , shall be mixed in the proportion of one part of gyp- sum or hardwall plaster to not more than two parts of sand by weight . The first coat for two - coat work shall be mixed in the proportion of one part ...
Page 273
... coat shall be applied with sufficient material and pres- Plastering : sure to form a full key or bond . Application For two - coat work it shall be doubled back to bring the plas- of Plaster ter out to grounds and straightened to a true ...
... coat shall be applied with sufficient material and pres- Plastering : sure to form a full key or bond . Application For two - coat work it shall be doubled back to bring the plas- of Plaster ter out to grounds and straightened to a true ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood