Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 90
The structural frame and secondary members shall be designed and constructed to carry all dead , live and other loads to which they may be subjected both during erection and after completion of the structure .
The structural frame and secondary members shall be designed and constructed to carry all dead , live and other loads to which they may be subjected both during erection and after completion of the structure .
Page 110
This reduction shall not be carried into the columns nor shall such reduction be used in design of buildings to be used or occupied as warehouses or for storage purposes . Reduction Allowed Tributary Floor Area 5 % 100 sq . ft .
This reduction shall not be carried into the columns nor shall such reduction be used in design of buildings to be used or occupied as warehouses or for storage purposes . Reduction Allowed Tributary Floor Area 5 % 100 sq . ft .
Page 115
Cold joints shall not be assumed to carry tension . a ( e ) Strength . Plain masonry shall have minimum strength of 900 pounds per square inch . Sec . 2404. ( a ) General . At the time of laying , all masonry Grouted units used in ...
Cold joints shall not be assumed to carry tension . a ( e ) Strength . Plain masonry shall have minimum strength of 900 pounds per square inch . Sec . 2404. ( a ) General . At the time of laying , all masonry Grouted units used in ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
1 other sections not shown
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls face feet Fire fire-resistive construction floor foot forms foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone