Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 91
... forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations , unless such forces are provided for otherwise . Where wood sleepers are used for laying wood floors the space between the ...
... forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations , unless such forces are provided for otherwise . Where wood sleepers are used for laying wood floors the space between the ...
Page 206
... forces , except as specifically provided in Section 2902 . ( d ) Exceptions . The limitations in this Chapter shall ... force equal to four times the weight of the attached veneer . Veneer ties shall be not less in thickness than No. 6 W ...
... forces , except as specifically provided in Section 2902 . ( d ) Exceptions . The limitations in this Chapter shall ... force equal to four times the weight of the attached veneer . Veneer ties shall be not less in thickness than No. 6 W ...
Page 284
... forces as provided in this Section . Stresses shall be calculated as the effect of a force applied horizontally at each floor or roof level above the founda- tion . Such force shall be proportional to the total dead plus one - half the ...
... forces as provided in this Section . Stresses shall be calculated as the effect of a force applied horizontally at each floor or roof level above the founda- tion . Such force shall be proportional to the total dead plus one - half the ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood