Uniform Building Code |
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Page 219
... installed to provide overlapping at corners and at intersections with other partitions . End joints in double top ... installed in accordance with Section 2515 and Table No. 25-0 . E. Gypsum sheathing panels not less than 1⁄2 inch thick ...
... installed to provide overlapping at corners and at intersections with other partitions . End joints in double top ... installed in accordance with Section 2515 and Table No. 25-0 . E. Gypsum sheathing panels not less than 1⁄2 inch thick ...
Page 489
... installed with plies laid parallel to the slope of the deck and the surfacing material shall be other than gravel or slag . 2. Asphalt shingles laid with double coverage may be installed on slopes as low as 2 inches to 12 inches ...
... installed with plies laid parallel to the slope of the deck and the surfacing material shall be other than gravel or slag . 2. Asphalt shingles laid with double coverage may be installed on slopes as low as 2 inches to 12 inches ...
Page 634
... installed in the first three stories . The area of such materials above the third story shall not exceed 30 percent of the area of the wall face and story of which it is installed . These materials will be subject to the installation ...
... installed in the first three stories . The area of such materials above the third story shall not exceed 30 percent of the area of the wall face and story of which it is installed . These materials will be subject to the installation ...
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