Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 13
... Aisles Seats Group A Occupancies 3316. Group B Occupancies 3317. Group C Occupancies 3318. Group D Occupancies 3319. Group E Occupancies Page 3320 . Special Hazards CHAPTER 34 . SEC . 3401 . 3402 . CHAPTER 35 . SEC . 3501 . Doors ...
... Aisles Seats Group A Occupancies 3316. Group B Occupancies 3317. Group C Occupancies 3318. Group D Occupancies 3319. Group E Occupancies Page 3320 . Special Hazards CHAPTER 34 . SEC . 3401 . 3402 . CHAPTER 35 . SEC . 3501 . Doors ...
Page 201
... Aisles need not conform to this section . ( b ) Width . The width of ramps shall be as required for corridors . ( c ) Slope . The slope of a ramp shall not exceed one in eight . ( d ) Handrails . A ramp with slope exceeding one in 10 ...
... Aisles need not conform to this section . ( b ) Width . The width of ramps shall be as required for corridors . ( c ) Slope . The slope of a ramp shall not exceed one in eight . ( d ) Handrails . A ramp with slope exceeding one in 10 ...
Page 311
... aisles Of corridors Of entrance doors Of exit courts Of stair landings Of stairs Of stair treads Of street allowed for storage WIND For roof design Increased stresses for In erection - to be provided for .. Pressure for vertical ...
... aisles Of corridors Of entrance doors Of exit courts Of stair landings Of stairs Of stair treads Of street allowed for storage WIND For roof design Increased stresses for In erection - to be provided for .. Pressure for vertical ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood