Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
From inside the book
Results 1-3 of 54
Page 178
... plates . In bearing partitions the top plate shall be doubled and lapped at each intersection with walls or parti- tions . Joints in the upper and lower members of the top plates shall be staggered not less than four feet ( 4 ' ) . 9 ...
... plates . In bearing partitions the top plate shall be doubled and lapped at each intersection with walls or parti- tions . Joints in the upper and lower members of the top plates shall be staggered not less than four feet ( 4 ' ) . 9 ...
Page 256
... plates shall be extended beyond the theoretical cut - off point and the extended portion shall be attached to the beam or girder by rivets , high strength bolts or fillet welds adequate to develop the cover plate's portion of the ...
... plates shall be extended beyond the theoretical cut - off point and the extended portion shall be attached to the beam or girder by rivets , high strength bolts or fillet welds adequate to develop the cover plate's portion of the ...
Page 271
... plates of built - up compression members shall not exceed the values determined by the following for- mulas : When ... plates or shapes shall be provided with lacing having tie plates at each end , and at intermediate points if the ...
... plates of built - up compression members shall not exceed the values determined by the following for- mulas : When ... plates or shapes shall be provided with lacing having tie plates at each end , and at intermediate points if the ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
87 other sections not shown
Other editions - View all
Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles