Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 78
... volume shall be provided for every flammable dust collection or storage container having a volume exceeding 250 cubic feet . The venting devices shall be of light noncombustible construction and shall vent directly to the exterior of ...
... volume shall be provided for every flammable dust collection or storage container having a volume exceeding 250 cubic feet . The venting devices shall be of light noncombustible construction and shall vent directly to the exterior of ...
Page 180
... VOLUME FOR UNIT MASONRY PARTS BY MORTAR TYPE VOLUME OF PORTLAND CEMENT PARTS BY VOLUME OF MASONRY CEMENT 1 PARTS BY VOLUME OF HYDRATED LIME OR LIME PUTTY ' AGGREGATE MEASURED IN A DAMP , LOOSE CONDITION 1 M 1 1/4 1/2 Not less than 21⁄41 ...
... VOLUME FOR UNIT MASONRY PARTS BY MORTAR TYPE VOLUME OF PORTLAND CEMENT PARTS BY VOLUME OF MASONRY CEMENT 1 PARTS BY VOLUME OF HYDRATED LIME OR LIME PUTTY ' AGGREGATE MEASURED IN A DAMP , LOOSE CONDITION 1 M 1 1/4 1/2 Not less than 21⁄41 ...
Page 482
... Volume Type 1 Volume Type S Volume UBC Std . 24-21 Sand Minimum Portland Hydrated Maximum Thickness Interval Between Coat Cement Lime Dry Damp of Coat Coats 1. Walls 1 1/2 4 5 % " 24 hrs . and Ceilings Scratch 0 3 . 4 3/8 " 24 hrs ...
... Volume Type 1 Volume Type S Volume UBC Std . 24-21 Sand Minimum Portland Hydrated Maximum Thickness Interval Between Coat Cement Lime Dry Damp of Coat Coats 1. Walls 1 1/2 4 5 % " 24 hrs . and Ceilings Scratch 0 3 . 4 3/8 " 24 hrs ...
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