Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 157
... laid contiguously in mortar . All units shall be laid with full shoved mortar joints , and all head , bed and wall joints shall be solidly filled with mortar . ( b ) Construction . In each wythe of bearing and nonbearing walls , ex ...
... laid contiguously in mortar . All units shall be laid with full shoved mortar joints , and all head , bed and wall joints shall be solidly filled with mortar . ( b ) Construction . In each wythe of bearing and nonbearing walls , ex ...
Page 158
... laid with full - shoved head and bed mortar joints . Masonry headers shall not project into the grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than 3⁄4 inch in thickness . In members of three or ...
... laid with full - shoved head and bed mortar joints . Masonry headers shall not project into the grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than 3⁄4 inch in thickness . In members of three or ...
Page 488
... laid face down and the top layer not less than 24 inches wide laid face up . B. Metal shingles . The roof valley flashing shall be provided of not less than No. 28 galvanized sheet gauge corrosion - resistant metal applied over an ...
... laid face down and the top layer not less than 24 inches wide laid face up . B. Metal shingles . The roof valley flashing shall be provided of not less than No. 28 galvanized sheet gauge corrosion - resistant metal applied over an ...
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