Uniform Building Code |
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Page 123
... covered with 1 - inch tongue - and - groove flooring , laid crosswise or diagonally , or 2 - inch plywood , or of plank not less than 4 inches in width set on edge close together and well spiked , and covered with 1 - inch flooring or 1 ...
... covered with 1 - inch tongue - and - groove flooring , laid crosswise or diagonally , or 2 - inch plywood , or of plank not less than 4 inches in width set on edge close together and well spiked , and covered with 1 - inch flooring or 1 ...
Page 214
... covering provided the frame of the structure is covered with building paper as specified in Section 1707 ( a ) . All shingles or shakes attached to sheathing other than wood sheathing shall be secured with approved corrosion - resistant ...
... covering provided the frame of the structure is covered with building paper as specified in Section 1707 ( a ) . All shingles or shakes attached to sheathing other than wood sheathing shall be secured with approved corrosion - resistant ...
Page 489
... covered with approved roof covering applied directly thereto . For foam plastic see Section 1717 . Insulation shall be of a rigid type suitable for application of a roof covering . Where fire - retardant roof coverings are required ...
... covered with approved roof covering applied directly thereto . For foam plastic see Section 1717 . Insulation shall be of a rigid type suitable for application of a roof covering . Where fire - retardant roof coverings are required ...
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