Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 130
... Unit Stresses for Various Conditions of Ex- posure . The various allowable unit stresses named in this Sec- tion are assigned for lumber used in continuously dry locations . For the condition of occasionally wet and quickly dried , the ...
... Unit Stresses for Various Conditions of Ex- posure . The various allowable unit stresses named in this Sec- tion are assigned for lumber used in continuously dry locations . For the condition of occasionally wet and quickly dried , the ...
Page 131
... unit stresses may be increased 25 per cent . Such increase shall be applicable to roof rafters , roof joists and roof trusses . Such increase shall not be applicable where the dead load is greater than the live load , nor to the minimum ...
... unit stresses may be increased 25 per cent . Such increase shall be applicable to roof rafters , roof joists and roof trusses . Such increase shall not be applicable where the dead load is greater than the live load , nor to the minimum ...
Page 285
... unit therefor shall be one hundred square feet ( 100 sq . ft . ) . 4. A capacity unit shall be the floor area required per person in a school room . 5. An exit - width unit shall be twenty - two inches ( 22 ′′ ) . 6. Room capacity shall ...
... unit therefor shall be one hundred square feet ( 100 sq . ft . ) . 4. A capacity unit shall be the floor area required per person in a school room . 5. An exit - width unit shall be twenty - two inches ( 22 ′′ ) . 6. Room capacity shall ...
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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