Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 92
... roof area and there is a mini- mum of 10 feet from the extremity of the roof to the property line on all sides except for street fronts . 3. Class C roof coverings which comply with U.B.C. Standard No. 32-7 and roofs of No. 1 cedar or ...
... roof area and there is a mini- mum of 10 feet from the extremity of the roof to the property line on all sides except for street fronts . 3. Class C roof coverings which comply with U.B.C. Standard No. 32-7 and roofs of No. 1 cedar or ...
Page 118
... Roof Decks . Roofs shall be without concealed spaces and roof decks shall be of planks , splined or tongue and groove , of not less than 2 - inch thickness , or 1 % -inch tongue - and - groove plywood with exterior glue , or of a double ...
... Roof Decks . Roofs shall be without concealed spaces and roof decks shall be of planks , splined or tongue and groove , of not less than 2 - inch thickness , or 1 % -inch tongue - and - groove plywood with exterior glue , or of a double ...
Page 527
... roof when used as an enclosure for tanks or for elevators which run to the roof and in all other cases shall not extend more than 12 feet in height above the roof . ( b ) Area . The aggregate area of all penthouses and other roof ...
... roof when used as an enclosure for tanks or for elevators which run to the roof and in all other cases shall not extend more than 12 feet in height above the roof . ( b ) Area . The aggregate area of all penthouses and other roof ...
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