Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 225
Pacific Coast Building Officials Conference. shall be hemmed at least six inches ( 6 ′′ ) deep . A two - inch pipe Design batten shall be placed at the top and a one and one - half inch and ( 11⁄2 " ) batten at the bottom . For stage ...
Pacific Coast Building Officials Conference. shall be hemmed at least six inches ( 6 ′′ ) deep . A two - inch pipe Design batten shall be placed at the top and a one and one - half inch and ( 11⁄2 " ) batten at the bottom . For stage ...
Page 254
... inch by six - inch ( 4 ′′ x6 ′′ ) girders running parallel to the front of such stand , spaced not more than six feet ( 6 ' ) apart , and supported at distances not exceeding six feet ( 6 ′ ) apart by posts of not less than four inches by ...
... inch by six - inch ( 4 ′′ x6 ′′ ) girders running parallel to the front of such stand , spaced not more than six feet ( 6 ' ) apart , and supported at distances not exceeding six feet ( 6 ′ ) apart by posts of not less than four inches by ...
Page 270
... six inches ( 6 " ) above any wood floor and if less than twelve inches ( 12 " ) above the floor the wood shall be protected by a metal shield . Such ranges shall be separated from wood par- titions or other combustible material by not ...
... six inches ( 6 " ) above any wood floor and if less than twelve inches ( 12 " ) above the floor the wood shall be protected by a metal shield . Such ranges shall be separated from wood par- titions or other combustible material by not ...
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