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Page 200
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 surfacing not more than 4 inches thick may be supported by wood members .
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 surfacing not more than 4 inches thick may be supported by wood members .
Page 201
floors without joists are located closer than 18 inches or 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 , the floor ...
floors without joists are located closer than 18 inches or 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 , the floor ...
Page 202
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 construction of permanent structures and located nearer ...
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 construction of permanent structures and located nearer ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood