Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 256
... grading rules of the specific agency involved . It is therefore necessary that the grading rule agency be identified to properly correlate permitted design stresses with the grade mark . " Utility grades of all species may be used only ...
... grading rules of the specific agency involved . It is therefore necessary that the grading rule agency be identified to properly correlate permitted design stresses with the grade mark . " Utility grades of all species may be used only ...
Page 520
... grade . ( v ) The first seating board is not more than 20 inches above grade . B. Obstructions . No obstruction shall be placed in the required width of any aisle or exitway . C. Width . Aisles serving seats on both sides shall have a ...
... grade . ( v ) The first seating board is not more than 20 inches above grade . B. Obstructions . No obstruction shall be placed in the required width of any aisle or exitway . C. Width . Aisles serving seats on both sides shall have a ...
Page 645
... GRADE shall mean the vertical location of the ground surface . Existing Grade is the grade prior to grading . Rough Grade is the stage at which the grade approximately conforms to the approved plan . Finish Grade is the final grade of ...
... GRADE shall mean the vertical location of the ground surface . Existing Grade is the grade prior to grading . Rough Grade is the stage at which the grade approximately conforms to the approved plan . Finish Grade is the final grade of ...
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