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Page 680
... minimum 2 1For fire - resistive construction , see Tables No. 43 - A , No. 43 - B and No. 43 - C . to the concrete ... minimum ( interior ) 3 % " minimum ( exterior ) 3 2. Wire Fabric Lath 3. Gypsum Lath 4. Masonry Walls4 5. Monolithic ...
... minimum 2 1For fire - resistive construction , see Tables No. 43 - A , No. 43 - B and No. 43 - C . to the concrete ... minimum ( interior ) 3 % " minimum ( exterior ) 3 2. Wire Fabric Lath 3. Gypsum Lath 4. Masonry Walls4 5. Monolithic ...
Page 682
... MINIMUM THICKNESS4 MINIMUM PERIOD MOIST CURING First 1 20 lbs . 4 3/8 " 5 486 Hours MINIMUM INTERVAL BETWEEN COATS 487 Hours COAT VOLUME CEMENT11 LIME PER VOLUME CEMENT VOLUMES CEMENT AND LIME APPROXIMATE MINIMUM THICKNESS4 First 1 1 4 ...
... MINIMUM THICKNESS4 MINIMUM PERIOD MOIST CURING First 1 20 lbs . 4 3/8 " 5 486 Hours MINIMUM INTERVAL BETWEEN COATS 487 Hours COAT VOLUME CEMENT11 LIME PER VOLUME CEMENT VOLUMES CEMENT AND LIME APPROXIMATE MINIMUM THICKNESS4 First 1 1 4 ...
Page 691
... Minimum clear width for elevator doors shall be 36 inches . EXCEPTION : When approved by the building official , the minimum door width may be reduced to 32 inches for car with dimensions as permitted by the exception to Section 5103 ...
... Minimum clear width for elevator doors shall be 36 inches . EXCEPTION : When approved by the building official , the minimum door width may be reduced to 32 inches for car with dimensions as permitted by the exception to Section 5103 ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength