Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 52
Page 45
... separated as specified in Section 503 ( d ) . ( b ) Forms of Occupancy Separations . Occupancy separa- tions shall ... separation between the various occupancy divisions in the building . ( c ) Types of Occupancy Separation . Occupancy ...
... separated as specified in Section 503 ( d ) . ( b ) Forms of Occupancy Separations . Occupancy separa- tions shall ... separation between the various occupancy divisions in the building . ( c ) Types of Occupancy Separation . Occupancy ...
Page 47
... Separation Walls . Each portion of a building separated by one or more area separation walls may be con- sidered a separate building provided the area separation walls meet the following requirements : 1. Area separation walls shall be ...
... Separation Walls . Each portion of a building separated by one or more area separation walls may be con- sidered a separate building provided the area separation walls meet the following requirements : 1. Area separation walls shall be ...
Page 541
... separation if the kitchen is so separated from the dining room . Boiler rooms or heater rooms containing a cen- tral heating plant using solid or liquid fuel shall be separated from the rest of the building by a One - Hour Fire ...
... separation if the kitchen is so separated from the dining room . Boiler rooms or heater rooms containing a cen- tral heating plant using solid or liquid fuel shall be separated from the rest of the building by a One - Hour Fire ...
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