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Page 200
... Wood Combined with Masonry or Concrete Sec . 2515. ( a ) Dead Load . Wood members shall not be used to permanently support the dead load of any masonry or concrete . EXCEPTIONS : 1. Masonry or concrete nonstructural floor or roof ...
... Wood Combined with Masonry or Concrete Sec . 2515. ( a ) Dead Load . Wood members shall not be used to permanently support the dead load of any masonry or concrete . EXCEPTIONS : 1. Masonry or concrete nonstructural floor or roof ...
Page 201
... wood girders are located closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery of the building foundation ... Wood and earth separation . Protection of wood against 201 1985 EDITION 2516.
... wood girders are located closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery of the building foundation ... Wood and earth separation . Protection of wood against 201 1985 EDITION 2516.
Page 202
International Conference of Building Officials. 7. Wood and earth separation . Protection of wood against deterioration as set forth in the previous paragraphs for specified applications is required . In addition , wood used in ...
International Conference of Building Officials. 7. Wood and earth separation . Protection of wood against deterioration as set forth in the previous paragraphs for specified applications is required . In addition , wood used in ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength