Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 159
... one - half the clear distance to the next beam . 2. For beams having a flange on one side only , the effec- tive overhanging flange width shall not exceed one - twelfth of the span length of the beam , nor six times the thickness of the ...
... one - half the clear distance to the next beam . 2. For beams having a flange on one side only , the effec- tive overhanging flange width shall not exceed one - twelfth of the span length of the beam , nor six times the thickness of the ...
Page 176
... one and one - half extra turns of spiral rod or wire at each end of the spiral unit . Splices , when necessary , shall be made in spiral rod or wire by welding or by a lap of one and one - half turns . The center to center spacing of ...
... one and one - half extra turns of spiral rod or wire at each end of the spiral unit . Splices , when necessary , shall be made in spiral rod or wire by welding or by a lap of one and one - half turns . The center to center spacing of ...
Page 257
... one- half inch ( 1⁄2 " ) bolts extending through the door . Latches for fire doors shall be not less than two and one - half inches by three- eighths inch ( 21⁄2 " x % " ) , and latch bars shall be not less than one and one - half inches by ...
... one- half inch ( 1⁄2 " ) bolts extending through the door . Latches for fire doors shall be not less than two and one - half inches by three- eighths inch ( 21⁄2 " x % " ) , and latch bars shall be not less than one and one - half inches by ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood