Uniform Building Code |
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Page 35
... approved by the building official . ( f ) Approved Fabricators . Special inspections required by this section and elsewhere in this code shall not be required where the work is done on the premises of a fabricator registered and approved ...
... approved by the building official . ( f ) Approved Fabricators . Special inspections required by this section and elsewhere in this code shall not be required where the work is done on the premises of a fabricator registered and approved ...
Page 107
... approved location other than the fire floor . Such venting facilities shall be provided at the rate of 20 square feet per 50 lineal feet of exterior wall in each story and shall be distributed around the perimeter at not more than 50 ...
... approved location other than the fire floor . Such venting facilities shall be provided at the rate of 20 square feet per 50 lineal feet of exterior wall in each story and shall be distributed around the perimeter at not more than 50 ...
Page 611
... Approved acoustical finish plaster may be applied over any base coat plaster , over lean masonry or concrete , or other approved surfaces . ( e ) Interior Masonry or Concrete . Condition of surfaces shall be as specified in Section 4708 ...
... Approved acoustical finish plaster may be applied over any base coat plaster , over lean masonry or concrete , or other approved surfaces . ( e ) Interior Masonry or Concrete . Condition of surfaces shall be as specified in Section 4708 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength