Uniform Building Code |
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Page 54
... roof . EXCEPTIONS : 1. Area separation walls may terminate at the underside of the roof sheathing , deck or slab , provided the roof - ceiling assembly is of at least two- hour fire - resistive construction . 2. Two - hour area ...
... roof . EXCEPTIONS : 1. Area separation walls may terminate at the underside of the roof sheathing , deck or slab , provided the roof - ceiling assembly is of at least two- hour fire - resistive construction . 2. Two - hour area ...
Page 122
... 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 18 - 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 18 - inch tongue - and - groove plywood with exterior glue , or of a double ...
Page 717
... roofing is complete . Built - up Roofs Sec . 3211. ( a ) General . Built - up roof covering shall be completely removed before applying the new roof covering . EXCEPTION : The building official may allow existing roof coverings to ...
... roofing is complete . Built - up Roofs Sec . 3211. ( a ) General . Built - up roof covering shall be completely removed before applying the new roof covering . EXCEPTION : The building official may allow existing roof coverings to ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength