Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 470
... Adjacent Loads . Where footings are placed at varying elevations the effect of adjacent loads shall be included in the foundation design . ( f ) Drainage . Provisions shall be made for the control and drainage of surface water around ...
... Adjacent Loads . Where footings are placed at varying elevations the effect of adjacent loads shall be included in the foundation design . ( f ) Drainage . Provisions shall be made for the control and drainage of surface water around ...
Page 499
... adjacent floor . For special requirements for Groups A , E , H and I Occupancies and open parking garages , see ... adjacent story above ( and the first adjacent story below , when a story below exits through the level under ...
... adjacent floor . For special requirements for Groups A , E , H and I Occupancies and open parking garages , see ... adjacent story above ( and the first adjacent story below , when a story below exits through the level under ...
Page 527
... adjacent property line may be of one - hour fire - resistive noncombustible construction . 2. On Types III and IV buildings , walls not less than 5 feet from a property line may be of one - hour fire - resistive noncombustible ...
... adjacent property line may be of one - hour fire - resistive noncombustible construction . 2. On Types III and IV buildings , walls not less than 5 feet from a property line may be of one - hour fire - resistive noncombustible ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength