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Page 45
International Conference of Building Officials. of any floor and the upper surface of the floor next above , except that the topmost story shall be that portion of a building included between the up- per surface of the topmost floor and ...
International Conference of Building Officials. of any floor and the upper surface of the floor next above , except that the topmost story shall be that portion of a building included between the up- per surface of the topmost floor and ...
Page 104
... floors in Section 2106 ( e ) . Not more than two mezzanine floors shall be in any room of a building . No mezzanine floor or floors shall cover more than 33 area of any room . Stair Construction percent of the Sec . 1805. Stairs and ...
... floors in Section 2106 ( e ) . Not more than two mezzanine floors shall be in any room of a building . No mezzanine floor or floors shall cover more than 33 area of any room . Stair Construction percent of the Sec . 1805. Stairs and ...
Page 117
... Floor Framing . Beams and girders may be of sawn timber or struc- tural glued - laminated timber and shall be not ... floor line and support floor loads , shall be not less than 8 inches in any dimension . Framed lumber or structural ...
... Floor Framing . Beams and girders may be of sawn timber or struc- tural glued - laminated timber and shall be not ... floor line and support floor loads , shall be not less than 8 inches in any dimension . Framed lumber or structural ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength