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Page 203
... wood members and between wood and metal members . The allowable loads and installation of timber connectors shall be as set forth in U.B.C. Standard No. 25-17 . Safe loads and design practices for types of connectors not mentioned or ...
... wood members and between wood and metal members . The allowable loads and installation of timber connectors shall be as set forth in U.B.C. Standard No. 25-17 . Safe loads and design practices for types of connectors not mentioned or ...
Page 212
... Wood support embedded in ground . Wood embedded in the ground or in direct contact with the earth and used for the support of permanent structures shall be treated wood unless continu- ously below the groundwater line or continuously ...
... Wood support embedded in ground . Wood embedded in the ground or in direct contact with the earth and used for the support of permanent structures shall be treated wood unless continu- ously below the groundwater line or continuously ...
Page 213
... 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 ...
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