Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 103
... CONCRETE QUALITY AND DESIGN Sec . 2601. The quality of the materials used in reinforced concrete and the quality of reinforced concrete shall conform to the physical and chemical properties as specified in Section 2604 . Sec . 2602. The ...
... CONCRETE QUALITY AND DESIGN Sec . 2601. The quality of the materials used in reinforced concrete and the quality of reinforced concrete shall conform to the physical and chemical properties as specified in Section 2604 . Sec . 2602. The ...
Page 147
... Reinforced concrete walls shall be supported at right angles to the wall face at intervals not exceeding twenty - two ( 22 ) times the wall thickness in the top story or twenty - five ( 25 ) times the wall thickness elsewhere . Such ...
... Reinforced concrete walls shall be supported at right angles to the wall face at intervals not exceeding twenty - two ( 22 ) times the wall thickness in the top story or twenty - five ( 25 ) times the wall thickness elsewhere . Such ...
Page 236
... concrete reinforcing ( see REINFORCED CONCRETE ) Prohibited over openings BASEMENT Definition of Protection of ceiling when Sprinkling of when required Walls and floors - design of BASEMENT PIPE INLETS Design and installation Where ...
... concrete reinforcing ( see REINFORCED CONCRETE ) Prohibited over openings BASEMENT Definition of Protection of ceiling when Sprinkling of when required Walls and floors - design of BASEMENT PIPE INLETS Design and installation Where ...
Contents
PART IADMINISTRATIVE | 1 |
Enforcement | 8 |
PART IIIREQUIREMENTS BASED ON OCCUPANCY | 16 |
Copyright | |
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A. S. T. M. Designation allowable asbestos balconies beams brick Building Inspector building or structure cent Chapter 43 chimneys coat Code columns combustible compression compression member construction as specified doors dry standpipes Enclosure of Vertical exceed exterior walls Fire Zone fireproofed floor area floor construction foot frame girders grade Group A buildings Group H gypsum height horizontal inches inches in thickness inches thick incombustible materials joists less than four less than three live load lumber masonry or reinforced masonry walls maximum metal lath mortar occupancy one-half one-hour fire-resistive construction partitions permit plaster Portland cement pounds per square proscenium protected reinforced concrete seats slabs smoke pipe smokeproof tower solid masonry space specified in Chapter specified in Section square feet Stairs and Exits stairways stories street structural steel stucco studs thereof tion twelve 12 twenty 20 Type of Construction Type V buildings ventilation Vertical Openings width wire wood