Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 118
... fastened to the wall and so arranged that it will not obstruct the swelling or shrinkage movements of the floor . Corbeling of masonry walls under floor may be used in place of such molding . ( f ) Roof Decks . Roofs shall be without ...
... fastened to the wall and so arranged that it will not obstruct the swelling or shrinkage movements of the floor . Corbeling of masonry walls under floor may be used in place of such molding . ( f ) Roof Decks . Roofs shall be without ...
Page 193
... fastened to the arch or top chord and to blocking placed between the joists , or when sheathing is nailed properly to the top chord of trussed rafters , the depth of the arch or individual chord members may be used as the least ...
... fastened to the arch or top chord and to blocking placed between the joists , or when sheathing is nailed properly to the top chord of trussed rafters , the depth of the arch or individual chord members may be used as the least ...
Page 487
... fastened according to manufac- turer's instructions to solidly sheathed roofs , but not less than four nails per each strip shingle not more than nominal 36 inches wide and two nails per each individual shingle not more than 18 inches ...
... fastened according to manufac- turer's instructions to solidly sheathed roofs , but not less than four nails per each strip shingle not more than nominal 36 inches wide and two nails per each individual shingle not more than 18 inches ...
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