Uniform Building Code |
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Page 213
... covering conforming to the provisions of Subsection ( g ) of this section . 8. Wood supporting roofs and floors . Wood structural members supporting moisture permeable floors or roofs which are exposed to the weather such as concrete or ...
... covering conforming to the provisions of Subsection ( g ) of this section . 8. Wood supporting roofs and floors . Wood structural members supporting moisture permeable floors or roofs which are exposed to the weather such as concrete or ...
Page 216
... covering is placed over sheathing which conforms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood ...
... covering is placed over sheathing which conforms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood ...
Page 717
... covering shall be completely removed before applying the new roof covering . EXCEPTION : The building official may allow existing roof coverings to remain when inspection reveals that : 1. The structural design is sufficient to sustain ...
... covering shall be completely removed before applying the new roof covering . EXCEPTION : The building official may allow existing roof coverings to remain when inspection reveals that : 1. The structural design is sufficient to sustain ...
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