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Page 209
... Sheathed Diaphragms . 1. Conventional con- struction . Such lumber diaphragms shall be made up of 1 - inch nominal sheathing boards laid at an angle of approximately 45 degrees to supports . Sheathing boards shall be directly nailed to ...
... Sheathed Diaphragms . 1. Conventional con- struction . Such lumber diaphragms shall be made up of 1 - inch nominal sheathing boards laid at an angle of approximately 45 degrees to supports . Sheathing boards shall be directly nailed to ...
Page 214
... 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 sheathing or 1⁄2- inch ...
... 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 sheathing or 1⁄2- inch ...
Page 283
... sheathing , ( c ) % -inch plywood sheathing with face grain of sheathing perpendicular to studs . TABLE NO . 25 - N - PLYWOOD WALL SHEATHING ' ( Not Exposed to the Weather , Face Grain Parallel or Perpendicular to Studs ) STUD SPACING ...
... sheathing , ( c ) % -inch plywood sheathing with face grain of sheathing perpendicular to studs . TABLE NO . 25 - N - PLYWOOD WALL SHEATHING ' ( Not Exposed to the Weather , Face Grain Parallel or Perpendicular to Studs ) STUD SPACING ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum MODULUS OF ELASTICITY mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength