Uniform Building Code, Volume 8International Conference of Building Officials, 1967 - Building laws |
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Page 524
... feet ( 4 ' ) wide , and under ducts of less width if distri- bution from ceiling sprinklers is obstructed . ( 0 ) Fixtures . Sprinklers shall be installed in all stock fixtures which exceed five feet ( 5 ′ ) in width , also in those ...
... feet ( 4 ' ) wide , and under ducts of less width if distri- bution from ceiling sprinklers is obstructed . ( 0 ) Fixtures . Sprinklers shall be installed in all stock fixtures which exceed five feet ( 5 ′ ) in width , also in those ...
Page 530
... feet ( 12 ′ ) . ( d ) Extra Hazard Occupancy . Where joist construction is sheathed with sheathing other than described in Section 38.163 , the protection area allotted per sprinkler shall not exceed eighty square feet ( 80 sq . ft ...
... feet ( 12 ′ ) . ( d ) Extra Hazard Occupancy . Where joist construction is sheathed with sheathing other than described in Section 38.163 , the protection area allotted per sprinkler shall not exceed eighty square feet ( 80 sq . ft ...
Page 533
... feet ( 196 sq . ft . ) Spacing with the distance between sprinklers on lines not in excess of fourteen feet ( 14 ' ) . With combustible smooth ceiling sheathed with plasterboard , metal , or wood lath and plaster , the protection area ...
... feet ( 196 sq . ft . ) Spacing with the distance between sprinklers on lines not in excess of fourteen feet ( 14 ' ) . With combustible smooth ceiling sheathed with plasterboard , metal , or wood lath and plaster , the protection area ...
Contents
ternational Conference of Building Officials | 16 |
CHAPTER | 29 |
CHAPTER 24 | 50 |
Copyright | |
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adhesive admixture aggregate allowable load angle apply approximately average bars beams bending bolt BUILDING CODE STANDARD butt joints cent Characteristics and limiting chord compression members compressive strength concrete conform Continued diameter dimension distance Douglas fir edge end joints exceed feet fillet flammable liquids flange flexural glue glued grade gypsum holes Joists and Planks knots lag screw laminations length less lumber masonry maximum measured minimum mixing mortar nails narrow face nominal one-half inch panel parallel to grain permitted piece Pine pitch pockets plywood portland cement pounds per square pozzolan requirements sample scarf joints shake shear shear strength slabs slope of grain spaced species specified splice plate splits square inch steel strength ratio Structural surface Table tabulated loads tanks temperature tensile tensile strength tension test specimens thickness tion U.B.C. Standard Uniform Building Code unit stresses veneer Volume I Sec welds wide face wire