Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
From inside the book
Results 1-3 of 81
Page 97
... wood construction formed by not less than two layers of one- inch ( 1 " ) nominal matched boards or laminated construction of four - inch ( 4 ′′ ) nominal thickness or of one - hour fire- resistive construction . Bearing partitions when ...
... wood construction formed by not less than two layers of one- inch ( 1 " ) nominal matched boards or laminated construction of four - inch ( 4 ′′ ) nominal thickness or of one - hour fire- resistive construction . Bearing partitions when ...
Page 183
... wood members entering masonry or concrete walls Members or from opposite sides shall be separated by not less than four Assemblies inches ( 4 " ) of solid masonry . Other wood members shall be ( Continued ) set back not less than four ...
... wood members entering masonry or concrete walls Members or from opposite sides shall be separated by not less than four Assemblies inches ( 4 " ) of solid masonry . Other wood members shall be ( Continued ) set back not less than four ...
Page 190
... wood at the time of gluing shall not exceed 16 per cent and shall be not less than seven per cent . The range of ... wood glued together . An edge or face joint is parallel to the grain of the wood . An end joint is at right angles to ...
... wood at the time of gluing shall not exceed 16 per cent and shall be not less than seven per cent . The range of ... wood glued together . An edge or face joint is parallel to the grain of the wood . An end joint is at right angles to ...
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