Uniform Building CodePacific Coast Building Officials Conference, 1927 - Building laws |
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Page 103
... bearing par- titions or exterior walls . Where entering exterior stud walls , the joists shall be supported by a ribbon let into the studs if no plate is provided . Joists shall be well nailed to the supporting studs . Studs shall be ...
... bearing par- titions or exterior walls . Where entering exterior stud walls , the joists shall be supported by a ribbon let into the studs if no plate is provided . Joists shall be well nailed to the supporting studs . Studs shall be ...
Page 134
... bearing load and shall be designed to distribute the force from the reactions and concentrated loads into the web . The bearing area of the ends of stiffeners shall be taken as the outstanding portion of the leg of the stiffener ...
... bearing load and shall be designed to distribute the force from the reactions and concentrated loads into the web . The bearing area of the ends of stiffeners shall be taken as the outstanding portion of the leg of the stiffener ...
Page 142
... bearing capacity at that particular location . To determine the safe bearing capacity of soil it shall be tested by loading ar area not less than two ( 2 ) square feet to not less than twice the maximum bearing capacity desired for use ...
... bearing capacity at that particular location . To determine the safe bearing capacity of soil it shall be tested by loading ar area not less than two ( 2 ) square feet to not less than twice the maximum bearing capacity desired for use ...
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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