Uniform Building Code |
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Page 213
... installed to reinforce the double plate above . 4. Framing details . Studs shall be placed with their wide dimension perpendicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION ...
... installed to reinforce the double plate above . 4. Framing details . Studs shall be placed with their wide dimension perpendicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION ...
Page 491
... installed on slopes as low as 2 inches to 12 inches , provided the shingles are approved self - sealing or are hand - sealed and are installed with an underlayment consisting of two layers of Type 15 felt applied shingle fashion . 3 ...
... installed on slopes as low as 2 inches to 12 inches , provided the shingles are approved self - sealing or are hand - sealed and are installed with an underlayment consisting of two layers of Type 15 felt applied shingle fashion . 3 ...
Page 636
... installed . The area of a single pane of glazing installed above the first story shall not exceed 16 square feet and the vertical dimension of a single pane shall not exceed 4 feet . EXCEPTION : When an approved automatic sprinkler ...
... installed . The area of a single pane of glazing installed above the first story shall not exceed 16 square feet and the vertical dimension of a single pane shall not exceed 4 feet . EXCEPTION : When an approved automatic sprinkler ...
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