Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 81
... exceed forty - five feet ( 45 ′ ) above the adjacent finished ground level ; provided , further , that spires , towers or steeples erected as a part of such building and not used for habitation or storage may extend not to exceed ten ...
... exceed forty - five feet ( 45 ′ ) above the adjacent finished ground level ; provided , further , that spires , towers or steeples erected as a part of such building and not used for habitation or storage may extend not to exceed ten ...
Page 99
... exceed Cavity Wall twenty - five feet ( 25 ' ) in height , and in no case shall any Masonry cavity wall exceed thirty - five feet ( 35 ' ) in height . ( Cont'd . ) ( b ) Construction . In cavity walls neither the facing nor the backing ...
... exceed Cavity Wall twenty - five feet ( 25 ' ) in height , and in no case shall any Masonry cavity wall exceed thirty - five feet ( 35 ' ) in height . ( Cont'd . ) ( b ) Construction . In cavity walls neither the facing nor the backing ...
Page 135
... exceed 160 p.s.i. Deformed bars น 0.05 / ' , 100 125 150 188 but not to exceed 200 p.s.i. In beams and slabs and one - way footings : Plain bars ( hooked ) 14 0.06f " . 120 150 180 200 but not to exceed 200 p.s.i. Deformed bars ( hooked ) ...
... exceed 160 p.s.i. Deformed bars น 0.05 / ' , 100 125 150 188 but not to exceed 200 p.s.i. In beams and slabs and one - way footings : Plain bars ( hooked ) 14 0.06f " . 120 150 180 200 but not to exceed 200 p.s.i. Deformed bars ( hooked ) ...
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