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Page 268
... FACE IS : No split 2x wide face x wide face 1 x wide face 11⁄2 x wide face or more MULTIPLY TABULATED F. VALUE BY : ( NOMINAL 2 - INCH LUMBER ) 2.00 1.67 1.50 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED Fr VALUE ...
... FACE IS : No split 2x wide face x wide face 1 x wide face 11⁄2 x wide face or more MULTIPLY TABULATED F. VALUE BY : ( NOMINAL 2 - INCH LUMBER ) 2.00 1.67 1.50 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED Fr VALUE ...
Page 274
... FACE PLY Wet2 Dry3 Wet2 Dry3 Dry3 ( at 45 ° to face grain use 1/6 F ) 2. Compression in plane of plies ( F ) Parallel or perpendicular to face grain ( at 45 ° to face grain use 1/3 F ) ( at 45 ° to face grain use 2 F1 ) face grain ...
... FACE PLY Wet2 Dry3 Wet2 Dry3 Dry3 ( at 45 ° to face grain use 1/6 F ) 2. Compression in plane of plies ( F ) Parallel or perpendicular to face grain ( at 45 ° to face grain use 1/3 F ) ( at 45 ° to face grain use 2 F1 ) face grain ...
Page 312
... 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
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength