2350 S Pullman St - DEF - Exterior & Interior Framing - Plan

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www.SSMA.com 33Complies With 2009, 2012 and 2015 IBC 15 psf Lateral Load Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 1.24 1.92 3.32 4.60 1.62 2.45 4.22 5.77 1.97 3.10 5.32 7.19 2.08 3.09 5.36 7.19 16 1.06 1.74 3.14 4.41 1.42 2.25 4.04 5.57 1.76 2.88 5.10 6.97 1.93 2.95 5.22 7.06 24 0.72 1.38 2.81 4.06 1.05 1.86 3.67 5.18 1.35 2.46 4.68 6.55 1.64 2.68 4.96 6.80 9 12 1.05 1.71 3.05 4.30 1.40 2.20 3.87 5.33 1.73 2.80 4.86 6.63 1.94 2.94 5.20 7.07 16 0.84 1.49 2.83 4.07 1.17 1.95 3.64 5.08 1.47 2.53 4.59 6.36 1.75 2.77 5.03 6.90 24 0.44 4 1.06 2.43 3.63 0.73 4 1.49 3.20 4.61 0.99 2.03 4.09 5.84 1.38 2.42 4.69 6.56 10 12 0.86 1.49 2.74 3.89 1.17 1.93 3.48 4.83 1.47 2.48 4.36 6.01 1.77 2.77 4.97 6.90 16 0.62 4 1.22 2.49 3.62 0.90 1.64 3.21 4.54 1.18 2.17 4.05 5.69 1.54 2.56 4.76 6.69 24 0.17 3 0.74 3 2.03 4 3.11 0.41 3 1.12 4 2.70 3.99 0.64 4 1.59 3.47 5.09 1.10 2.14 4.34 6.26 12 12 0.48 3 1.01 4 2.08 2.99 0.72 4 1.37 2.65 3.73 0.96 4 1.81 3.33 4.69 1.39 2.36 4.40 6.22 16 0.19 3 0.70 3 1.78 4 2.67 0.41 3 1.03 3 2.33 4 3.38 0.61 3 1.44 4 2.96 4.31 1.08 2.07 4.10 5.91 24 -0.14 2 1.25 3 2.09 3 -0.43 3 1.75 3 2.76 3 -0.78 3 2.31 3 3.62 4 0.52 4 1.51 3.54 5.32 14 12 0.15 2 0.58 3 1.46 3 2.15 4 0.33 3 0.86 3 1.89 3 2.70 0.50 3 1.21 3 2.39 4 3.44 0.97 1.90 3.71 5.36 16 -0.25 2 1.15 3 1.82 3 -0.50 3 1.56 3 2.35 3 0.14 2 0.81 3 2.01 3 3.05 4 0.61 3 1.53 3.34 4.97 24 --0.62 2 1.24 2 --0.98 2 1.72 3 -0.13 2 1.36 2 2.36 3 -0.87 3 2.66 4 4.24 16 12 -0.23 2 0.97 2 1.49 3 -0.44 2 1.30 3 1.92 3 0.14 2 0.71 3 1.67 3 2.48 3 0.58 3 1.41 4 2.98 4.42 16 --0.67 2 1.17 2 --0.98 2 1.58 3 -0.32 2 1.30 2 2.10 3 0.18 3 1.00 3 2.57 4 3.97 24 --0.16 1 0.62 1 --0.42 1 0.98 2 --0.68 1 1.45 2 -0.28 2 1.83 3 3.18 3 15 psf Lateral Load Wall Height (ft) Spacing (in) oc 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 1.54 2.28 3.62 4.86 7.38 2.14 3.14 5.37 7.22 11.17 2.57 4.01 7.16 9.69 15.37 16 1.42 2.17 3.53 4.77 7.30 2.00 3.02 5.25 7.10 11.06 2.43 3.86 7.01 9.55 15.23 24 1.19 1.95 3.34 4.58 7.14 1.73 2.77 5.02 6.87 10.83 2.15 3.56 6.71 9.27 14.95 9 12 1.44 2.18 3.54 4.78 7.31 2.02 3.03 5.26 7.11 11.06 2.43 3.84 6.92 9.43 15.02 16 1.29 2.04 3.41 4.66 7.21 1.85 2.87 5.11 6.96 10.91 2.26 3.65 6.73 9.25 14.84 24 1.01 1.76 3.17 4.42 7.00 1.51 2.56 4.81 6.67 10.62 1.90 3.27 6.35 8.89 14.48 10 12 1.33 2.07 3.44 4.68 7.22 1.89 2.91 5.14 6.98 10.93 2.28 3.65 6.65 9.12 14.60 16 1.15 1.90 3.28 4.53 7.09 1.67 2.71 4.94 6.79 10.74 2.06 3.41 6.41 8.89 14.37 24 0.80 1.55 2.98 4.23 6.83 1.26 2.32 4.57 6.42 10.37 1.63 2.96 5.94 8.45 13.91 12 12 1.07 1.81 3.20 4.44 7.00 1.54 2.56 4.76 6.66 10.59 1.91 3.19 5.96 8.33 13.50 16 0.82 1.56 2.97 4.21 6.80 1.25 2.28 4.48 6.37 10.29 1.60 2.86 5.63 8.00 13.16 24 0.35 4 1.08 2.54 3.78 6.41 0.70 1.75 3.94 5.82 9.73 1.03 2.24 4.98 7.37 12.50 14 12 0.78 1.50 2.89 4.12 6.70 1.15 2.13 4.15 5.95 10.05 1.49 2.65 5.14 7.34 12.10 16 0.46 4 1.17 2.59 3.81 6.42 0.79 1.78 3.79 5.58 9.63 1.11 2.24 4.71 6.92 11.64 24 -0.57 3 2.02 4 3.22 5.87 0.14 3 1.12 4 3.11 4.87 8.83 0.42 3 1.48 3.92 6.13 10.77 16 12 0.46 3 1.16 2.53 3.73 6.31 0.75 4 1.67 3.45 5.08 8.73 1.05 2.09 4.26 6.25 10.49 16 -0.76 3 2.15 4 3.33 5.92 0.35 3 1.26 4 3.03 4.64 8.21 0.62 3 1.62 3.76 5.75 9.94 24 --1.47 3 2.61 3 5.21 -0.51 3 2.28 3 3.82 4 7.28 -0.76 3 2.88 4 4.84 8.92 15 psf Lateral Load Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 2.27 3.44 4.62 7.10 3.17 5.26 7.08 11.09 14.16 4.25 7.53 10.09 15.79 20.28 16 2.19 3.38 4.56 7.04 3.07 5.18 7.00 11.01 14.09 4.14 7.42 9.99 15.70 20.19 24 2.03 3.25 4.44 6.93 2.89 5.01 6.83 10.85 13.95 3.93 7.21 9.80 15.51 20.00 9 12 2.20 3.39 4.57 7.05 3.09 5.19 7.01 11.02 14.10 4.16 7.44 10.00 15.71 20.20 16 2.10 3.31 4.49 6.98 2.97 5.08 6.90 10.92 14.01 4.02 7.30 9.88 15.59 20.08 24 1.91 3.14 4.34 6.83 2.73 4.87 6.69 10.71 13.83 3.74 7.02 9.63 15.35 19.84 10 12 2.13 3.33 4.51 6.99 3.00 5.11 6.93 10.94 14.03 4.06 7.33 9.90 15.61 20.10 16 2.01 3.22 4.42 6.90 2.85 4.97 6.80 10.81 13.92 3.88 7.15 9.75 15.46 19.95 24 1.76 3.02 4.22 6.72 2.56 4.70 6.53 10.55 13.69 3.54 6.81 9.43 15.16 19.65 12 12 1.96 3.18 4.37 6.86 2.79 4.91 6.73 10.74 13.85 3.80 7.06 9.66 15.37 19.85 16 1.78 3.03 4.23 6.72 2.57 4.71 6.53 10.55 13.68 3.55 6.81 9.42 15.14 19.62 24 1.43 2.74 3.95 6.45 2.15 4.31 6.14 10.16 13.33 3.05 6.30 8.95 14.68 19.16 14 12 1.75 3.00 4.20 6.69 2.53 4.65 6.48 10.48 13.62 3.45 6.63 9.27 15.04 19.52 16 1.51 2.80 4.00 6.50 2.24 4.38 6.20 10.20 13.37 3.11 6.28 8.94 14.71 19.18 24 1.04 2.40 3.61 6.12 1.68 3.84 5.66 9.65 12.88 2.46 5.59 8.29 14.05 18.52 16 12 1.51 2.79 3.99 6.48 2.23 4.35 6.16 10.14 13.31 3.02 6.00 8.55 14.22 18.82 16 1.20 2.53 3.73 6.22 1.86 3.98 5.80 9.77 12.96 2.59 5.55 8.12 13.78 18.35 24 0.61 2.02 3.22 5.73 1.15 3.29 5.09 9.03 12.29 1.79 4.71 7.30 12.92 17.45 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. Combined Axial and Lateral Loads