Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 514
... seating , the spacing of rows of unoccupied seats shall provide a clear width measured horizontally as follows ( automatic or self- rising seats shall be measured in the seat - up position , other seats shall be measured in the seat ...
... seating , the spacing of rows of unoccupied seats shall provide a clear width measured horizontally as follows ( automatic or self- rising seats shall be measured in the seat - up position , other seats shall be measured in the seat ...
Page 521
... seats are without backrests , there may be nine seats between any seat and an aisle . 2. When seats are without backrests , dead ends in vertical aisles shall not exceed a depth of 16 rows . 2. Open - air grandstands and bleachers ...
... seats are without backrests , there may be nine seats between any seat and an aisle . 2. When seats are without backrests , dead ends in vertical aisles shall not exceed a depth of 16 rows . 2. Open - air grandstands and bleachers ...
Page 522
... seats between aisles . When aisles are provided , aisles shall be arranged so that the number of seats between any seat and the nearest aisle shall not exceed : A. For seating within a building , the number of seats between any seat and ...
... seats between aisles . When aisles are provided , aisles shall be arranged so that the number of seats between any seat and the nearest aisle shall not exceed : A. For seating within a building , the number of seats between any seat and ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength