Uniform Building Code |
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Page 485
... applied by starting at the low spots and work- ing toward the ridges , with felts and cap sheets applied in shingle fashion to drain water . Felts and cap sheets shall be applied in solid uniform mop- pings of bitumen . 3. Shingle ...
... applied by starting at the low spots and work- ing toward the ridges , with felts and cap sheets applied in shingle fashion to drain water . Felts and cap sheets shall be applied in solid uniform mop- pings of bitumen . 3. Shingle ...
Page 576
... applied full length ver- tically , second layer applied horizontally or vertically 2 " x 4 " wood studs 16 " on center with two layers 1/2 " regular gyp sum wallboard applied vertically or horizontally each side , joints staggered ...
... applied full length ver- tically , second layer applied horizontally or vertically 2 " x 4 " wood studs 16 " on center with two layers 1/2 " regular gyp sum wallboard applied vertically or horizontally each side , joints staggered ...
Page 610
... applied over base coats which have been in place for the time periods set forth in Table No. 47 - F . The third or finish coat shall be applied with sufficient material and pressure to bond to and to cover the brown coat and shall be of ...
... applied over base coats which have been in place for the time periods set forth in Table No. 47 - F . The third or finish coat shall be applied with sufficient material and pressure to bond to and to cover the brown coat and shall be of ...
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