Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 96
... EXCEPTION : Fire protection may be omitted from the bottom flange of lintels , shelf angles , or plates that are not a part of the structural frame . Sec . 1709. ( a ) General . Parapet walls shall have the same fire resistance as ...
... EXCEPTION : Fire protection may be omitted from the bottom flange of lintels , shelf angles , or plates that are not a part of the structural frame . Sec . 1709. ( a ) General . Parapet walls shall have the same fire resistance as ...
Page 428
... EXCEPTION : The height may be reduced to thirty - six inches ( 36 ′′ ) for guardrails located in front of the grand- stand . A midrail shall be placed adjacent to any seat to limit the open distance above the top of any part of a seat ...
... EXCEPTION : The height may be reduced to thirty - six inches ( 36 ′′ ) for guardrails located in front of the grand- stand . A midrail shall be placed adjacent to any seat to limit the open distance above the top of any part of a seat ...
Page 429
... EXCEPTION : For an open air stand with seats without backrests four exits need not be provided unless there are accommodations for more than 3000 occupants . 6. Determination of exit width . The total width of exits in feet shall be not ...
... EXCEPTION : For an open air stand with seats without backrests four exits need not be provided unless there are accommodations for more than 3000 occupants . 6. Determination of exit width . The total width of exits in feet shall be not ...
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