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Page 211
... Sheathing Diaphragms Sec . 2514. Wood stud walls sheathed with fiberboard sheathing complying with U.B.C. Standard No. 25-24 may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - P . The fiberboard ...
... Sheathing Diaphragms Sec . 2514. Wood stud walls sheathed with fiberboard sheathing complying with U.B.C. Standard No. 25-24 may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - P . The fiberboard ...
Page 216
... sheathing shall be covered on the outside face with a weather - resistive barrier when required by Section 1707 ( a ) . Exterior wall coverings of the minimum thickness specified in this section are based upon a maximum stud spacing of ...
... sheathing shall be covered on the outside face with a weather - resistive barrier when required by Section 1707 ( a ) . Exterior wall coverings of the minimum thickness specified in this section are based upon a maximum stud spacing of ...
Page 217
... sheathing . Unless applied over 5 % -inch net wood sheathing or 1 / 2 - inch plywood sheathing or 1 / 2 - inch particleboard sheathing , joints shall occur over framing members and shall be covered with a continuous wood batt ; or ...
... sheathing . Unless applied over 5 % -inch net wood sheathing or 1 / 2 - inch plywood sheathing or 1 / 2 - inch particleboard sheathing , joints shall occur over framing members and shall be covered with a continuous wood batt ; or ...
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