Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 250
... 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 251
... coat of exterior stucco . 2. A gauged cement plaster mixed in proportion of one part portland cement to not more ... coat to which this finish is applied . Sec . 4708. ( a ) Base Coats . 1. Gypsum Plaster . The Interior scratch coat ...
... coat of exterior stucco . 2. A gauged cement plaster mixed in proportion of one part portland cement to not more ... coat to which this finish is applied . Sec . 4708. ( a ) Base Coats . 1. Gypsum Plaster . The Interior scratch coat ...
Page 253
... COAT CEMENT MAXIMUM VOLUME OF SAND PER VOLUME OF MINIMUM THICKNESS MINI- MINIMUM INTERVAL BEFORE MUM APPLICATION PERIOD OF MOIST SUCCEEDING CURING COAT First or scratch 32 Second or brown 42 1/2 " * ( 1st & 2nd coats ) 3/4 " 48 hrs . 7 ...
... COAT CEMENT MAXIMUM VOLUME OF SAND PER VOLUME OF MINIMUM THICKNESS MINI- MINIMUM INTERVAL BEFORE MUM APPLICATION PERIOD OF MOIST SUCCEEDING CURING COAT First or scratch 32 Second or brown 42 1/2 " * ( 1st & 2nd coats ) 3/4 " 48 hrs . 7 ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood