Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 104
... foot , applied at the top of the railing . Sec . 2305. ( a ) General . Roofs shall sustain , within the stress ... foot . 20 16 12 Rise 4 inches per foot to less than 12 inches per foot . Arch or dome with rise % of span to less than ...
... foot , applied at the top of the railing . Sec . 2305. ( a ) General . Roofs shall sustain , within the stress ... foot . 20 16 12 Rise 4 inches per foot to less than 12 inches per foot . Arch or dome with rise % of span to less than ...
Page 105
... foot may be reduced for each degree of pitch over 20 degrees by S / 40 minus 2 , where " S " is the total snow load in pounds per square foot . When the shape of roof structure as determined by actual test or experience indicates lesser ...
... foot may be reduced for each degree of pitch over 20 degrees by S / 40 minus 2 , where " S " is the total snow load in pounds per square foot . When the shape of roof structure as determined by actual test or experience indicates lesser ...
Page 199
... foot . Weight of lath and plaster ceiling eight pounds per square foot . The allowable spans for Groups I , II and III have been reduced to values shown based upon practical field problems and experience . Roof : Live Load - 20 pounds ...
... foot . Weight of lath and plaster ceiling eight pounds per square foot . The allowable spans for Groups I , II and III have been reduced to values shown based upon practical field problems and experience . Roof : Live Load - 20 pounds ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles