Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 7
Page 41
... proscenium opening and which is designed or used for the presentation of plays , demonstra- tions , or other entertainment wherein scenery , drops , decora- tions , or other effects may be installed or used . PUBLIC WAY . See Section ...
... proscenium opening and which is designed or used for the presentation of plays , demonstra- tions , or other entertainment wherein scenery , drops , decora- tions , or other effects may be installed or used . PUBLIC WAY . See Section ...
Page 58
... proscenium walls and shall be operated by fusible links located on both sides of the proscenium wall and both inside of and outside of the vent or duct . There shall be provided in an approved location at least one lavatory for each two ...
... proscenium walls and shall be operated by fusible links located on both sides of the proscenium wall and both inside of and outside of the vent or duct . There shall be provided in an approved location at least one lavatory for each two ...
Page 587
... Proscenium opening . Rooms accessory Separated from auditorium by wall . Sprinklers required .. Standpipes required . Switchboard hood . Ventilation STAIRS ( STAIRWAY ) Access and arrangement Access to roof . Application to building ...
... Proscenium opening . Rooms accessory Separated from auditorium by wall . Sprinklers required .. Standpipes required . Switchboard hood . Ventilation STAIRS ( STAIRWAY ) Access and arrangement Access to roof . Application to building ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
124 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength