Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 151
... grout shall be composed of one part portland cement to which may be added not more than one - tenth part hydrated ... grout in fireplaces and their chimneys . Coarse grout may be used in grout spaces in brick masonry 2 inches or more in ...
... grout shall be composed of one part portland cement to which may be added not more than one - tenth part hydrated ... grout in fireplaces and their chimneys . Coarse grout may be used in grout spaces in brick masonry 2 inches or more in ...
Page 159
... grout space . The cleanouts shall be sealed after inspection and before grouting . 4. The grout space ( longitudinal vertical joint ) shall be not less than 3 inches in width and not less than the thickness required by the placement of ...
... grout space . The cleanouts shall be sealed after inspection and before grouting . 4. The grout space ( longitudinal vertical joint ) shall be not less than 3 inches in width and not less than the thickness required by the placement of ...
Page 160
... grout and in which reinforcement is embedded . Requirements for construction shall be as follows : 1. All units shall be laid with full mortar beds on the face shells . All head joints shall be filled solidly with mortar for a distance ...
... grout and in which reinforcement is embedded . Requirements for construction shall be as follows : 1. All units shall be laid with full mortar beds on the face shells . All head joints shall be filled solidly with mortar for a distance ...
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