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3) Diaphragm Analysis & Design <br />ROOF <br />Line 1 2 <br />Seismic for wall (psf) <br />Seismic for diaph (psf) <br />Width (ft) <br />Depth (ft)151.00 151.00 <br />w(plf) <br />P 8364.38 8364.38 <br />Diaph.(plf) 56.83 56.83 <br />8.36 8.36 <br />8.36 8.36 <br />15/32" Plywood "CDX" <br />w/10d Common nails <br /> @6/6/12 Unblocked. <br />ROOF <br />Line A A.9 A.9 B B C C D <br />Seismic for wall (psf) <br />Seismic for diaph (psf) <br />Width (ft) <br />Depth (ft)20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 <br />w(plf) <br />P 3492.09 3492.09 776.02 776.02 4074.11 4074.11 3336.89 3336.89 <br />Diaph.(plf) 181.44 181.44 40.32 40.32 211.68 211.68 173.38 173.38 <br />3.49 3.49 0.78 0.78 4.07 4.07 3.34 3.34 <br />3.49 3.34 <br />15/32" Plywood "CDX" 15/32" Plywood "CDX" 15/32" Plywood "CDX" 15/32" Plywood "CDX" <br />w/10d Common nails w/10d Common nails w/10d Common nails w/10d Common nails <br /> @6/6/12 Unblocked. @6/6/12 Unblocked. @6/6/12 Unblocked. @6/6/12 Unblocked. <br />Diaph. <br />0.78 7.41 <br />V(kip) <br />4.27 <br />155.20 155.20 155.20 155.20 <br />45.00 10.00 52.50 43.00 <br />8.06 8.06 8.06 8.06 <br />7.76 7.76 7.76 7.76 <br />E-W E-W E-W <br />N-S <br />5.54 <br />E-W <br />20.00 <br />836.44 <br />5.68 <br />V(kip) <br />Diaph. <br /> <br />Page 1 of 2 <br />1003 W Richland Ave Units 18, <br />19, 20 & 21 - 101117246 & <br />7255-576/19/2024