Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 208
... Walls Working Stresses Thickness of Exter- ior Walls Other Than Skeleton Construc- tion CHAPTER 29 - WALLS AND PARTITIONS ( Solid Masonry Walls ) Sec . 2901. Solid masonry walls shall be supported at right angles to the wall face at ...
... Walls Working Stresses Thickness of Exter- ior Walls Other Than Skeleton Construc- tion CHAPTER 29 - WALLS AND PARTITIONS ( Solid Masonry Walls ) Sec . 2901. Solid masonry walls shall be supported at right angles to the wall face at ...
Page 217
... Walls shall be provided in all walls between combustible members which may enter such walls from opposite sides . Sec . 2933. When combustible or unprotected steel building Hollow members frame into the hollow part of hollow masonry walls ...
... Walls shall be provided in all walls between combustible members which may enter such walls from opposite sides . Sec . 2933. When combustible or unprotected steel building Hollow members frame into the hollow part of hollow masonry walls ...
Page 219
... walls and if the walls sup- ported by such foundation are not more than eight inches ( 8 " ) in thickness . When built of concrete cast in place , foundation walls shall be at least as thick as the walls supported , but in no case less ...
... walls and if the walls sup- ported by such foundation are not more than eight inches ( 8 " ) in thickness . When built of concrete cast in place , foundation walls shall be at least as thick as the walls supported , but in no case less ...
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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