Uniform Building CodePacific Coast Building Officials Conference, 1927 - Building laws |
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Page 64
... supported by masonry walls shall be anchored thereto as specified in Section 2506 . The timbers and planking shall be self - releasing at end sup- port on walls and no planking or timber shall extend through or across any fire , party ...
... supported by masonry walls shall be anchored thereto as specified in Section 2506 . The timbers and planking shall be self - releasing at end sup- port on walls and no planking or timber shall extend through or across any fire , party ...
Page 117
... Supported , and carrying uniformly distributed loads , shall be designed for Slightly the following moments at ... supports for cases ( a ) , ( b ) and ( c ) of this Section . M = not less than wl / 16 .... ( 6 ) Sec . 2616. Beams and ...
... Supported , and carrying uniformly distributed loads , shall be designed for Slightly the following moments at ... supports for cases ( a ) , ( b ) and ( c ) of this Section . M = not less than wl / 16 .... ( 6 ) Sec . 2616. Beams and ...
Page 150
... supported from one side only and may be supported by combustible floors when supported laterally from both sides . Sec . 2917. The unsupported height of piers of reinforced concrete walls shall not exceed ten ( 10 ) times their least ...
... supported from one side only and may be supported by combustible floors when supported laterally from both sides . Sec . 2917. The unsupported height of piers of reinforced concrete walls shall not exceed ten ( 10 ) times their least ...
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Common terms and phrases
asbestos balconies bars beams block or tile brick Building Inspector building or structure cent Chapter 43 chimney Code column combustible compression compression member construction as specified doors Douglas Fir dry standpipes Enclosure of Vertical exceed exterior walls Fire Zone fireproofed floor area floor construction foot frame girders Group A buildings Group H Gunite gypsum height horizontal inches in thickness inches thick incombustible materials joists less than one-hour less than three live load located masonry walls maximum metal mortar occupancy one-half one-hour fire-resistive construction partitions permit plaster Pondosa Portland cement pounds per square proscenium protected ramps reinforced concrete rivets seats side slabs smoke pipe smokeproof tower solid masonry space specified in Chapter specified in Section square feet square inch Stairs and Exits stairways stories street structural steel studs supported thereof tion twelve 12 twenty 20 Type of Construction Type V buildings ventilation Vertical Openings width wire wood