Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 101
... 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 con- crete as specified in Chapter 29 ...
... 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 con- crete as specified in Chapter 29 ...
Page 103
... foundation or foundation wall with not less than one - half inch ( 1⁄2 " ) bolts , émbedded at least seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ' ) apart . ( See appendix for table of minimum foundation ...
... foundation or foundation wall with not less than one - half inch ( 1⁄2 " ) bolts , émbedded at least seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ' ) apart . ( See appendix for table of minimum foundation ...
Page 285
... Foundation Ties . In the design of buildings of Types I , II and III , where the foundations rest on piles or on soil having a safe bearing value of less than 2,000 pounds per square foot , the foundations shall be completely inter ...
... Foundation Ties . In the design of buildings of Types I , II and III , where the foundations rest on piles or on soil having a safe bearing value of less than 2,000 pounds per square foot , the foundations shall be completely inter ...
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