Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 437
... curb level has not been established , or where the structure does not adjoin a street , the mean level of the adjoining land shall be used in- stead of curb level . Penthouses may be excluded in computing the height of structure ...
... curb level has not been established , or where the structure does not adjoin a street , the mean level of the adjoining land shall be used in- stead of curb level . Penthouses may be excluded in computing the height of structure ...
Page 601
... curb board not less than 1 foot high and a railing not less than 3 feet 6 inches high . The entire structure shall be designed to carry the loads to be imposed on it , provided the live load shall be not less than 150 pounds per square ...
... curb board not less than 1 foot high and a railing not less than 3 feet 6 inches high . The entire structure shall be designed to carry the loads to be imposed on it , provided the live load shall be not less than 150 pounds per square ...
Page 605
... curb line measured horizontal- ly . In no case shall the awning extend over public property greater than two - thirds of the distance from the property line to the nearest curb in front of the building site . ( d ) Clearances . All ...
... curb line measured horizontal- ly . In no case shall the awning extend over public property greater than two - thirds of the distance from the property line to the nearest curb in front of the building site . ( d ) Clearances . All ...
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