Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 89
... specified in Foundations Chapter 24 or of reinforced concrete as specified in Chapter 26 , and shall be designed as specified in Section 2311 and Chapter 28 . Foundation walls shall be of masonry or reinforced concrete as specified in ...
... specified in Foundations Chapter 24 or of reinforced concrete as specified in Chapter 26 , and shall be designed as specified in Section 2311 and Chapter 28 . Foundation walls shall be of masonry or reinforced concrete as specified in ...
Page 98
... specified in Chapter 24 or of reinforced concrete as specified in Chapter 26 , and shall be designed as specified in Section 2311 and Chapter 28. Foundation walls shall be of masonry or reinforced con- crete as specified in Chapter 29 ...
... specified in Chapter 24 or of reinforced concrete as specified in Chapter 26 , and shall be designed as specified in Section 2311 and Chapter 28. Foundation walls shall be of masonry or reinforced con- crete as specified in Chapter 29 ...
Page 101
... specified in this Chapter . Foundations shall be of masonry or reinforced concrete . Sec . 2102. Type IV buildings ... specified under Occupancy in Part III and Location Allowable in Part IV . Sec . 2104. Footings shall be of solid ...
... specified in this Chapter . Foundations shall be of masonry or reinforced concrete . Sec . 2102. Type IV buildings ... specified under Occupancy in Part III and Location Allowable in Part IV . Sec . 2104. Footings shall be of solid ...
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