Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
From inside the book
Results 1-3 of 80
Page 179
... 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 266
... one- and one - half pounds per square yard , standing away from the board ( or lath ) and secured to the supporting studs or joists . Two - thirds of the thickness of the plaster board ( or lath ) may be considered as plaster . Gypsum ...
... one- and one - half pounds per square yard , standing away from the board ( or lath ) and secured to the supporting studs or joists . Two - thirds of the thickness of the plaster board ( or lath ) may be considered as plaster . Gypsum ...
Page 270
... 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 - fourth inch ( 11⁄2 " x " ) . Hardware for swinging hollow metal and metal - clad doors as referred to ...
... 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 - fourth inch ( 11⁄2 " x " ) . Hardware for swinging hollow metal and metal - clad doors as referred to ...
Other editions - View all
Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood