Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 337
... Face of 2 " Lumber ( nominal ) : Length of Split on Wide Face of 3 " and Thicker Lumber ( nominal ) : Size of Shake * in 3 " and Thicker Lumber ( nominal ) : No split 2.00 No split 2.00 No shake 2.00 1/2 by wide face 1.67 1/2 by narrow ...
... Face of 2 " Lumber ( nominal ) : Length of Split on Wide Face of 3 " and Thicker Lumber ( nominal ) : Size of Shake * in 3 " and Thicker Lumber ( nominal ) : No split 2.00 No split 2.00 No shake 2.00 1/2 by wide face 1.67 1/2 by narrow ...
Page 342
... face grain ( at 45 ° to face grain use 1/3 F ) 3. Shear in plane perpendicular to 1 155 190 155 190 160 plies F , 4 Parallel or perpendicular to face grain 2,3 120 140 120 140 120 ( at 45 ° to face grain use 2 F1 ) 110 130 110 130 115 4 ...
... face grain ( at 45 ° to face grain use 1/3 F ) 3. Shear in plane perpendicular to 1 155 190 155 190 160 plies F , 4 Parallel or perpendicular to face grain 2,3 120 140 120 140 120 ( at 45 ° to face grain use 2 F1 ) 110 130 110 130 115 4 ...
Page 386
... face nail 4. Wider than 1 " x 6 " subfloor to each joist , face nail 5. 2 " subfloor to joist or girder , blind and face nail 6. Sole plate to joist or blocking , face nail 7. Top plate to stud , end nail 8. Stud to sole plate 9. Double ...
... face nail 4. Wider than 1 " x 6 " subfloor to each joist , face nail 5. 2 " subfloor to joist or girder , blind and face nail 6. Sole plate to joist or blocking , face nail 7. Top plate to stud , end nail 8. Stud to sole plate 9. Double ...
Contents
Permits and Inspections | 9 |
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 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