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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 483
... Roof Construction and Materials . Roof coverings shall be securely fastened to the supporting roof construction and shall provide weather protection for the building at the roof . For general requirements , see Section 1704 . Spaced ...
... Roof Construction and Materials . Roof coverings shall be securely fastened to the supporting roof construction and shall provide weather protection for the building at the roof . For general requirements , see Section 1704 . Spaced ...
Page 666
... 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
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength