Uniform Building Code |
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Page 118
... covered with 1 - inch floor- ing or 1⁄2 - inch plywood . The lumber shall be laid so that no continuous line of joints will occur except at points of support . Floors shall not extend closer than 1⁄2 inch to walls . Such 1⁄2 - inch ...
... covered with 1 - inch floor- ing or 1⁄2 - inch plywood . The lumber shall be laid so that no continuous line of joints will occur except at points of support . Floors shall not extend closer than 1⁄2 inch to walls . Such 1⁄2 - inch ...
Page 207
... covering conforming to the provisions of Subsection ( g ) of this section . ( d ) Wall Framing . The framing of ... covered on the outside face with a weather - resistive barrier when required by Sec- tion 1707 ( a ) . Exterior wall ...
... covering conforming to the provisions of Subsection ( g ) of this section . ( d ) Wall Framing . The framing of ... covered on the outside face with a weather - resistive barrier when required by Sec- tion 1707 ( a ) . Exterior wall ...
Page 208
... 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 ...
... 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 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength