Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 73
... Enclosures for elevator shafts , vent shafts , and Enclosure of other vertical openings when required because of Occupancy Vertical in Part III shall be of not less than two - hour fire - resistive Openings construction ( see Chapter 30 ) ...
... Enclosures for elevator shafts , vent shafts , and Enclosure of other vertical openings when required because of Occupancy Vertical in Part III shall be of not less than two - hour fire - resistive Openings construction ( see Chapter 30 ) ...
Page 201
... enclosures are not required for escalators . 3. Stairs in Group I occupancies need not be enclosed . ( b ) Enclosure Construction . Enclosure walls shall be of not less than two - hour fire - resistive construction in build- ings more ...
... enclosures are not required for escalators . 3. Stairs in Group I occupancies need not be enclosed . ( b ) Enclosure Construction . Enclosure walls shall be of not less than two - hour fire - resistive construction in build- ings more ...
Page 255
... enclosures . Enclosures shall not be required if an automatic sprinkler system is provided for all portions of the building except bedrooms , apartments and rooms accessory thereto . ( g ) Exterior Stairways . Exterior stairs shall be ...
... enclosures . Enclosures shall not be required if an automatic sprinkler system is provided for all portions of the building except bedrooms , apartments and rooms accessory thereto . ( g ) Exterior Stairways . Exterior stairs shall be ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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allowable angles applied approved bars beams bearing bending bolts bond building Building Official carried ceiling cement cent Class Code column compression concrete conform connections construction Cont'd covering designed determined diameter distance doors enclosures equal exceed exit extend face feet fire fire-resistive flange floor foot four framing girders grade grain Group gypsum height horizontal inches incombustible installed interior joints joists lath least length less load located masonry materials maximum metal nails occupancies one-half openings partitions permitted piles pipe placed plaster plate portion pounds per square protected reinforcement resistance rivets roof separated shear side slab solid space span specified specified in Section square feet square inch stairway steel story strength structural studs Subsection surface Table tests thickness Type U.B.C. Standard unit unit stress values vent vertical walls width wire wood