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34 x wide face 1 x wide face . . . . . . 142 x wide face or more 2 . 00 1 . 67 1 . 50 1 .
33 1 . 00 WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED
" F , " VALUE BY : ( 3 - INCH AND THICKER LUMBER ) No split .
25 - P - NAILING SCHEDULE CONNECTION NAILING 3 - 8d 4 - 8d Joist to sill or
girder , toe nail 3 - 8d Bridging to joist , toe nail each end 2 - 8d 1 " x 6 " subfloor
or less to each joist , face nail 2 - 8d Wider than 1 " x 6 " subfloor to each joist ...
5pound flat metal lath applied to one face and tied with No . 18 gauge wire ...
Vertical joints of face layer and coreboard staggered at least 3 " . One full ... Ribs
centered at vertical joints of face plies and joints staggered 24 " in opposing faces
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Effective Use of the Uniform Building Code 2021
Organization and Enforcement
Definitions and Abbreviations
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accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separated shear side slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood Zone