Uniform Building Code |
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Page 103
... metal gauge with all joints in such sheet metal locklapped . All openings into any such enclosure shall be protected by metal or metal - clad doors with either metal or metal - clad jambs , casings or frames . 4. Exit enclosures shall ...
... metal gauge with all joints in such sheet metal locklapped . All openings into any such enclosure shall be protected by metal or metal - clad doors with either metal or metal - clad jambs , casings or frames . 4. Exit enclosures shall ...
Page 161
... metal ties of equivalent strength and stiffness embedded in the horizontal joints . There shall be one metal tie for not more than each 41⁄2 square feet of wall area for cavity widths up to 31⁄2 inches net in width . Where the cavity ...
... metal ties of equivalent strength and stiffness embedded in the horizontal joints . There shall be one metal tie for not more than each 41⁄2 square feet of wall area for cavity widths up to 31⁄2 inches net in width . Where the cavity ...
Page 616
... Metal TYPE OF LATH2 Expanded Metal Lath ( Diamond Mesh ) MINIMUM WEIGHT ( Per Square Yard ) Solid Plaster HORIZONTAL ( In inches ) Wood or GAUGE AND MESH SIZE Wood Partitions Other Concrete Metal 2.5 16 16 12 3.4 16 16 16 2.75 16 16 16 ...
... Metal TYPE OF LATH2 Expanded Metal Lath ( Diamond Mesh ) MINIMUM WEIGHT ( Per Square Yard ) Solid Plaster HORIZONTAL ( In inches ) Wood or GAUGE AND MESH SIZE Wood Partitions Other Concrete Metal 2.5 16 16 12 3.4 16 16 16 2.75 16 16 16 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength