Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 55
... story buildings and adjoin the entire per- imeter , the areas specified in Section 505 may be increased at a rate of five per cent for each foot by which the minimum width exceeds twenty feet ( 20 ' ) , but the increase shall not exceed ...
... story buildings and adjoin the entire per- imeter , the areas specified in Section 505 may be increased at a rate of five per cent for each foot by which the minimum width exceeds twenty feet ( 20 ' ) , but the increase shall not exceed ...
Page 104
... stories in height shall have the first story studs not less than two inches by six inches ( 2 " x6 " ) spaced not more than sixteen inches ( 16 " ) on centers . Underpinning shall be not less in size than the studding of the story above ...
... stories in height shall have the first story studs not less than two inches by six inches ( 2 " x6 " ) spaced not more than sixteen inches ( 16 " ) on centers . Underpinning shall be not less in size than the studding of the story above ...
Page 198
... story through the next story above , a cap plate or steel member shall be provided on top of the lower story studs or a sill plate on the upper story . Such cap plate or sill plate shall be of sufficient strength to distribute ...
... story through the next story above , a cap plate or steel member shall be provided on top of the lower story studs or a sill plate on the upper story . Such cap plate or sill plate shall be of sufficient strength to distribute ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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