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WebFirst floor wall Design shear capacity: Percent full-height sheathing = (4 ft + 4 ft) / 12 ft x 100 = 67% ... Anchorage force for uplift, t, between wall ends: t = v = 509 plf Uplift, t, can be cumulative with 313 lbs from the story above to maintain load path. Whether this WebFigure R602.3(1) Typical Wall, Floor and Roof Framing. Reserved. Table R602.3(2) Alternate Attachments to Table R602.3(1). Reserved. Figure R602.3(2) Framing Details. ... Figure R606.11(1) Anchorage Requirements for Masonry Walls Located in Seismic Design Category A, B or C and Where Wind Loads Are Less Than 30 PSF. Reserved. did matt amodio win tonight\u0027s jeopardy
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