Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 486
... 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 488
... applied only to solidly sheathed roofs . Metal roofing shall be applied in an approved manner . C. Sheet roofing . Sheet roofing shall comply with the provisions of U.B.C. Standard No. 32-3 . 5. Flashing . Roof valley flashings shall be ...
... applied only to solidly sheathed roofs . Metal roofing shall be applied in an approved manner . C. Sheet roofing . Sheet roofing shall comply with the provisions of U.B.C. Standard No. 32-3 . 5. Flashing . Roof valley flashings shall be ...
Page 627
... applied over wood shingles . Asphalt shingles applied over wood shingles shall have an overlay of not less than Type 30 nonperforated felt . 2. Wood shake application . Not more than one overlay of wood shakes shall be applied over an ...
... applied over wood shingles . Asphalt shingles applied over wood shingles shall have an overlay of not less than Type 30 nonperforated felt . 2. Wood shake application . Not more than one overlay of wood shakes shall be applied over an ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength