Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 87
... Bearing Concrete Masonry Units , " ( C145-40 ) , when used for bearing walls or piers , or when in contact with ground or exposed to the weather ; or equal to A.S.T.M. " Stand- ard Specifications for Hollow Non - Load - Bearing Concrete ...
... Bearing Concrete Masonry Units , " ( C145-40 ) , when used for bearing walls or piers , or when in contact with ground or exposed to the weather ; or equal to A.S.T.M. " Stand- ard Specifications for Hollow Non - Load - Bearing Concrete ...
Page 111
... Bearing . Every beam , girder , and joist Horizontal shall have end bearing in accordance with compression perpen- Members dicular to grain values set forth in Table No. 25 - A , but the length of end bearing shall never be less than ...
... Bearing . Every beam , girder , and joist Horizontal shall have end bearing in accordance with compression perpen- Members dicular to grain values set forth in Table No. 25 - A , but the length of end bearing shall never be less than ...
Page 176
... bearing studs or other vertical bearing members are spliced , the full strength of such members shall be developed in the splice . Where studs do not continue full length from one story through the next story above , a cap plate or ...
... bearing studs or other vertical bearing members are spliced , the full strength of such members shall be developed in the splice . Where studs do not continue full length from one story through the next story above , a cap plate or ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
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