Uniform Building Code |
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Page 255
... face 34 x wide face 1 x wide face 11⁄2 x wide face or more 2.00 1.67 1.50 1.33 1.00 2.00 1.67 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED " F " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) No split 2 x narrow face ...
... face 34 x wide face 1 x wide face 11⁄2 x wide face or more 2.00 1.67 1.50 1.33 1.00 2.00 1.67 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED " F " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) No split 2 x narrow face ...
Page 278
... 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 ...
... 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 ...
Page 575
... face and tied with No. 18 gauge wire at 6 " spacing . Neat gypsum plaster applied each side . One full - length layer 1⁄2 " Type " X " gypsum wallboard laminated to each side of 1 " full length V - edge gypsum coreboard with approved ...
... face and tied with No. 18 gauge wire at 6 " spacing . Neat gypsum plaster applied each side . One full - length layer 1⁄2 " Type " X " gypsum wallboard laminated to each side of 1 " full length V - edge gypsum coreboard with approved ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength