Uniform Building Code Standards |
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Page 3
... opening at least 8 inches and shall overlap the top and sides of the proscenium opening at least 12 inches . Six - inch ... openings over 50 feet in width or 30 feet in height , the fire curtain shall be so constructed as to withstand ...
... opening at least 8 inches and shall overlap the top and sides of the proscenium opening at least 12 inches . Six - inch ... openings over 50 feet in width or 30 feet in height , the fire curtain shall be so constructed as to withstand ...
Page 160
... openings up to 1/16 inch wide , if not exceeding 2 inches in length ; and small chipped areas or openings not more than 1/8 inch wide by 1/4 inch long . In Interior - type panels : small cracks or checks not more than 3/16 inch wide ; ...
... openings up to 1/16 inch wide , if not exceeding 2 inches in length ; and small chipped areas or openings not more than 1/8 inch wide by 1/4 inch long . In Interior - type panels : small cracks or checks not more than 3/16 inch wide ; ...
Page 976
... OPENING DETAILS Se ap MUNTIN For openings in exterior walls FIGURE NO . 43-3-15 " Min . GLASS OPENING DETAILS Y. " AIMMIL MUNTIN Section of edges of Panel Opening FIGURE NO . 43-3-16 GLASS OPENING DETAILS FIGURE NO . 43-3-19 - GLASS ...
... OPENING DETAILS Se ap MUNTIN For openings in exterior walls FIGURE NO . 43-3-15 " Min . GLASS OPENING DETAILS Y. " AIMMIL MUNTIN Section of edges of Panel Opening FIGURE NO . 43-3-16 GLASS OPENING DETAILS FIGURE NO . 43-3-19 - GLASS ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone