Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 122
Pacific Coast Building Officials Conference. Bearing Walls ( Cont'd . ) Non- Bearing Walls ( e ) Concentrated Loads . For calculating wall stresses , con- centrated loads may be assumed to be distributed over a maxi- mum length of wall ...
Pacific Coast Building Officials Conference. Bearing Walls ( Cont'd . ) Non- Bearing Walls ( e ) Concentrated Loads . For calculating wall stresses , con- centrated loads may be assumed to be distributed over a maxi- mum length of wall ...
Page 123
... non - bearing wall . Wire mesh reinforcement shall be as specified in Chapter 26 and plaster shall be as specified in Chapter 47 . ( e ) Anchorage . Non - bearing partitions shall be anchored along the top edge to a structural member or ...
... non - bearing wall . Wire mesh reinforcement shall be as specified in Chapter 26 and plaster shall be as specified in Chapter 47 . ( e ) Anchorage . Non - bearing partitions shall be anchored along the top edge to a structural member or ...
Page 320
... Bearing 2412 ( j ) , 2413 ( e ) 2412 2412 ( e ) , 2620 ( k ) Curtain ( see Non - bearing , below ) Concentrated loads on Construction required ( see GROUPS - OCCUPANCY and TYPES OF CONSTRUCTION ) Definition of 401 Design of Eccentricity ...
... Bearing 2412 ( j ) , 2413 ( e ) 2412 2412 ( e ) , 2620 ( k ) Curtain ( see Non - bearing , below ) Concentrated loads on Construction required ( see GROUPS - OCCUPANCY and TYPES OF CONSTRUCTION ) Definition of 401 Design of Eccentricity ...
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