Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 410
... wire fabric used as stirrups in accordance with Section 2612 ( 0 ) . G. ASTM A 416 , Uncoated Seven - wire Stress - relieved Steel Strand for Pre- stressed Concrete H. ASTM A 421 , Uncoated Stress - relieved Wire for Prestressed ...
... wire fabric used as stirrups in accordance with Section 2612 ( 0 ) . G. ASTM A 416 , Uncoated Seven - wire Stress - relieved Steel Strand for Pre- stressed Concrete H. ASTM A 421 , Uncoated Stress - relieved Wire for Prestressed ...
Page 596
... wire mesh shall be anchored to wood studs by galvanized steel wire fur- ring nails at 4 inches on center or by barbed galvanized nails at 6 inches on center with a 11 / 8 - inch - minimum penetration . The galvanized wire mesh may be ...
... wire mesh shall be anchored to wood studs by galvanized steel wire fur- ring nails at 4 inches on center or by barbed galvanized nails at 6 inches on center with a 11 / 8 - inch - minimum penetration . The galvanized wire mesh may be ...
Page 762
... wire SIZE AND TYPE Minimum Sizes and Maximum Spans for Main. 1 TABLE NO . 47 - A - SUSPENDED AND FURRED CEILINGS ... ( Wire Loops at Supports ) MAXIMUM AREA SUPPORTED ( In Square Feet ) 826 SIZE No. 9 gauge wire No. 8 gauge wire 6 ...
... wire SIZE AND TYPE Minimum Sizes and Maximum Spans for Main. 1 TABLE NO . 47 - A - SUSPENDED AND FURRED CEILINGS ... ( Wire Loops at Supports ) MAXIMUM AREA SUPPORTED ( In Square Feet ) 826 SIZE No. 9 gauge wire No. 8 gauge wire 6 ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official ceiling cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength