Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 209
... Horizontal and vertical dia- phragms sheathed with plywood may be used to resist hori- zontal forces not exceeding those set forth in Table No. 25 - P for horizontal diaphragms , and Table No. 25 - Q for vertical diaphragms , or may be ...
... Horizontal and vertical dia- phragms sheathed with plywood may be used to resist hori- zontal forces not exceeding those set forth in Table No. 25 - P for horizontal diaphragms , and Table No. 25 - Q for vertical diaphragms , or may be ...
Page 223
... horizontal forces not exceeding those set forth in Table No. Diaphragms 25 - Y . The fiberboard sheathing , four feet by eight feet ( 4 ′′ x 8 ' ) , shall be applied vertically to wood studs not less than one and five - eighths inches ...
... horizontal forces not exceeding those set forth in Table No. Diaphragms 25 - Y . The fiberboard sheathing , four feet by eight feet ( 4 ′′ x 8 ' ) , shall be applied vertically to wood studs not less than one and five - eighths inches ...
Page 418
... horizontal exit leads shall be provided with exits other than additional horizontal exits as required by Sec- tion 3302 . Sec . 3308. ( a ) General . Every interior stairway , ramp , or escalator shall be enclosed as specified in this ...
... horizontal exit leads shall be provided with exits other than additional horizontal exits as required by Sec- tion 3302 . Sec . 3308. ( a ) General . Every interior stairway , ramp , or escalator shall be enclosed as specified in this ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength