Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 112
Every masonry unit used in a bearing wall or structural member shall have a surface capable of adhering to cement mortar with sufficient tenacity to resist a tensile stress of 50 pounds per square inch , after curing for 28 days .
Every masonry unit used in a bearing wall or structural member shall have a surface capable of adhering to cement mortar with sufficient tenacity to resist a tensile stress of 50 pounds per square inch , after curing for 28 days .
Page 122
Bearing Walls ( Cont'd . ) ( e ) Concentrated Loads . For calculating wall stresses , concentrated loads may be assumed to be distributed over a maximum length of wall not exceeding the center to center distance between loads nor five ...
Bearing Walls ( Cont'd . ) ( e ) Concentrated Loads . For calculating wall stresses , concentrated loads may be assumed to be distributed over a maximum length of wall not exceeding the center to center distance between loads nor five ...
Page 320
306 WALLS Anchoring of 2412 ( j ) , 2413 ( e ) Bearing 2412 Concentrated loads on 2412 ( e ) , 2620 ( k ) Construction required ( see GROUPS - OCCUPANCY and TYPES OF CONSTRUCTION ) Curtain ( see Non - bearing , below ) Definition of 401 ...
306 WALLS Anchoring of 2412 ( j ) , 2413 ( e ) Bearing 2412 Concentrated loads on 2412 ( e ) , 2620 ( k ) Construction required ( see GROUPS - OCCUPANCY and TYPES OF CONSTRUCTION ) Curtain ( see Non - bearing , below ) Definition of 401 ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
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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