Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 134
... equal to the length of the lag screw with a diameter equal to the diameter of the screw at the root of the thread . ( e ) Holes . Holes for lag screws in steel plates shall be drilled to a diameter one - thirty - second of an inch ...
... equal to the length of the lag screw with a diameter equal to the diameter of the screw at the root of the thread . ( e ) Holes . Holes for lag screws in steel plates shall be drilled to a diameter one - thirty - second of an inch ...
Page 215
... equal to the aggregate widths of all the exits discharging into it ; provided , that not to exceed one - half of the required number of stairs may terminate at the second floor level provided they lead directly to a street or alley ...
... equal to the aggregate widths of all the exits discharging into it ; provided , that not to exceed one - half of the required number of stairs may terminate at the second floor level provided they lead directly to a street or alley ...
Page 284
... equals the total dead load plus one - half the total vertical designed live load , at and above the point of elevation under consideration , except for warehouses and tanks , in which case " W " shall equal the total dead load plus the ...
... equals the total dead load plus one - half the total vertical designed live load , at and above the point of elevation under consideration , except for warehouses and tanks , in which case " W " shall equal the total dead load plus the ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
1 other sections not shown
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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