Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 110
... Wind Pressure Carrying 7 or more floors and roof .. .50 per cent Sec . 2307. For purposes of design the wind pressure upon all vertical plane surfaces of all buildings and structures shall be taken at not less than 15 pounds per square ...
... Wind Pressure Carrying 7 or more floors and roof .. .50 per cent Sec . 2307. For purposes of design the wind pressure upon all vertical plane surfaces of all buildings and structures shall be taken at not less than 15 pounds per square ...
Page 111
... wind stresses only the allowable unit stresses may be increased 33 % per cent . In no case shall the section be less than required if the wind stress be neglected . Sec . 2308. The live loads for which each floor or part there- of of a ...
... wind stresses only the allowable unit stresses may be increased 33 % per cent . In no case shall the section be less than required if the wind stress be neglected . Sec . 2308. The live loads for which each floor or part there- of of a ...
Page 321
... WIND For roof design Increased stresses for In erection - to be provided for . Pressure for vertical surfaces Steel - increased stresses for WINDOWS General requirements Fire - resistive - design of For occupancy groups 603 , 605 , 703 ...
... WIND For roof design Increased stresses for In erection - to be provided for . Pressure for vertical surfaces Steel - increased stresses for WINDOWS General requirements Fire - resistive - design of For occupancy groups 603 , 605 , 703 ...
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