Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 12
... Veneer Composed of Masonry Units 2903. Veneer Composed of Non - Structural Units Special Requirements for Glass Veneer 2904 . CHAPTER 30 . SEC . 3001 . Enclosure of Vertical Openings .. .186 Enclosures : When Required Stairway , Ramp ...
... Veneer Composed of Masonry Units 2903. Veneer Composed of Non - Structural Units Special Requirements for Glass Veneer 2904 . CHAPTER 30 . SEC . 3001 . Enclosure of Vertical Openings .. .186 Enclosures : When Required Stairway , Ramp ...
Page 184
... Veneer Composed of Non- Structural Units CHAPTER 29— VENEERED WALLS Sec . 2901. ( a ) Limitations . Veneer shall not be assumed to add to the strength of any wall . ( b ) Height . Exterior veneer shall not be attached to wood at any ...
... Veneer Composed of Non- Structural Units CHAPTER 29— VENEERED WALLS Sec . 2901. ( a ) Limitations . Veneer shall not be assumed to add to the strength of any wall . ( b ) Height . Exterior veneer shall not be attached to wood at any ...
Page 185
... veneer of glass shall comply with the Requirements regulations in this Section . for Glass Glass veneer shall not be attached to any exterior wall at a Veneer point more than thirty - five feet ( 35 ′ ) above the adjoining ground ...
... veneer of glass shall comply with the Requirements regulations in this Section . for Glass Glass veneer shall not be attached to any exterior wall at a Veneer point more than thirty - five feet ( 35 ′ ) above the adjoining ground ...
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