Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 86
... grades noted below : Compressive Strength ( Bricks flatwise ) lbs . per sq . in . Grade Mean of 5 tests B 2250 C 1250 Modulus of Rupture ( Bricks flatwise ) lbs . per sq . in . Individual Individual Mean of Minimum 1500 5 tests Minimum ...
... grades noted below : Compressive Strength ( Bricks flatwise ) lbs . per sq . in . Grade Mean of 5 tests B 2250 C 1250 Modulus of Rupture ( Bricks flatwise ) lbs . per sq . in . Individual Individual Mean of Minimum 1500 5 tests Minimum ...
Page 87
... Grade A hollow concrete block or tile shall have a height of not more than one - half the width of the unit , shall have webs and shells of not less than one and one - half ( 12 ) inches in thickness , and the air spaces in the ...
... Grade A hollow concrete block or tile shall have a height of not more than one - half the width of the unit , shall have webs and shells of not less than one and one - half ( 12 ) inches in thickness , and the air spaces in the ...
Page 191
... Grade A concrete shall mean concrete with a. Structural Parts to Be Protected Minimum Thickness of Material in Inches for the Following Fire - Resistive Periods 4 hr . 3 hr . 2 hr . 1 hr . Insulating Material Used Grade A Concrete 3 2 12 1 ...
... Grade A concrete shall mean concrete with a. Structural Parts to Be Protected Minimum Thickness of Material in Inches for the Following Fire - Resistive Periods 4 hr . 3 hr . 2 hr . 1 hr . Insulating Material Used Grade A Concrete 3 2 12 1 ...
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