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2350 S Pullman St - DEF - Exterior & Interior Framing - Plan
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2350 S Pullman St - DEF - Exterior & Interior Framing - Plan
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Last modified
11/13/2025 4:18:31 AM
Creation date
9/6/2025 5:00:04 AM
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Plan
Permit Number
101124188
Full Address
2350 S Pullman St
Street Number
2350
Street Direction
S
Street Name
Pullman
Street Suffix
St
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www.SSMA.com 37Complies With 2009, 2012 and 2015 IBC <br />30 psf Lateral Load <br />Wall Height (ft) <br />Spacing (in) oc <br />400S137 400S162 400S200 550S162 <br />33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi <br />33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 <br />8 <br />12 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 <br />16 0.40 4 1.04 2.50 3.72 0.70 1.50 3.32 4.81 0.97 2.06 4.28 6.14 1.35 2.41 4.70 6.55 <br />24 -0.41 3 1.90 4 3.07 -0.81 4 2.66 4.10 0.26 3 1.30 3.52 5.37 0.79 1.88 4.19 6.05 <br />9 <br />12 0.44 4 1.06 2.43 3.63 0.73 4 1.49 3.2 4.61 0.99 2.03 4.09 5.84 1.38 2.42 4.69 6.56 <br />16 -0.67 3 2.06 3.21 0.33 3 1.07 4 2.78 4.16 0.55 4 1.56 3.61 5.35 1.03 2.09 4.36 6.23 <br />24 --1.37 3 2.45 3 -0.28 3 2.02 3 3.33 4 -0.70 3 2.73 4 4.45 0.35 1.44 3.72 5.59 <br />10 <br />12 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 <br />16 -0.30 3 1.61 3 2.65 4 -0.64 3 2.24 4 3.48 0.15 3 1.07 3 2.94 4.54 0.69 1.74 3.94 5.85 <br />24 --0.85 2 1.80 3 --1.40 3 2.57 3 -0.13 3 1.98 3 3.54 3 -0.97 4 3.18 5.07 <br />12 <br />12 -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 <br />16 --0.79 2 1.58 3 --1.25 2 2.20 3 -0.20 2 1.73 3 3.00 3 -0.99 4 3.01 4.76 <br />24 ---0.68 2 --0.36 1 1.23 2 --0.71 2 1.93 2 --2.04 3 3.74 4 <br />14 <br />12 --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 <br />16 --0.16 1 0.73 1 --0.48 1 1.18 2 --0.79 2 1.76 2 -0.26 3 2.05 3 3.59 3 <br />24 -------0.25 1 ---0.74 1 --0.96 2 2.41 3 <br />16 <br />12 --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 <br />16 ---0.15 1 ---0.48 1 --0.14 1 0.89 1 --1.19 2 2.48 3 <br />24 ---------------1.26 2 <br />30 psf Lateral Load <br />Wall Height (ft) <br />Spacing (in) oc <br />600S137 600S162 600S200 <br />33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi <br />33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 <br />8 <br />12 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 <br />16 0.97 1.73 3.15 4.40 6.99 1.47 2.53 4.79 6.65 10.61 1.88 3.27 6.42 9.00 14.67 <br />24 0.53 1.30 2.78 4.04 6.67 0.95 2.05 4.33 6.21 10.17 1.34 2.69 5.84 8.45 14.12 <br />9 <br />12 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 <br />16 0.73 1.48 2.93 4.18 6.80 1.18 2.25 4.51 6.38 10.34 1.56 2.91 5.98 8.54 14.12 <br />24 0.19 0.95 2.47 3.72 6.39 0.54 1.65 3.94 5.81 9.77 0.90 2.20 5.26 7.85 13.42 <br />10 <br />12 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 <br />16 0.47 1.22 2.69 3.94 6.58 0.86 1.94 4.20 6.06 10.01 1.22 2.51 5.49 8.01 13.47 <br />24 -0.57 2.12 3.37 6.07 0.11 4 1.22 3.49 5.36 9.30 0.44 1.67 4.62 7.18 12.60 <br />12 <br />12 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 <br />16 -0.63 4 2.13 3.36 6.03 0.19 3 1.24 3.43 5.30 9.18 0.50 4 1.66 4.37 6.77 11.86 <br />24 --1.35 3 2.56 4 5.30 -0.31 3 2.47 4 4.31 8.14 -0.57 3 3.23 5.65 10.65 <br />14 <br />12 -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 <br />16 --1.50 3 2.68 4 5.35 -0.52 3 2.49 3 4.21 8.09 -0.79 3 3.19 4 5.39 9.97 <br />24 --0.54 2 1.68 3 4.38 3 --1.38 3 3.02 3 6.74 4 --1.88 3 4.05 3 8.48 <br />16 <br />12 --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 <br />16 --0.85 2 1.95 3 4.56 3 --1.60 3 3.09 3 6.44 4 --2.09 3 4.03 3 8.00 <br />24 ---0.79 2 3.38 3 --0.40 2 1.80 2 4.95 3 --0.70 2 2.59 3 6.37 3 <br />30 psf Lateral Load <br />Wall Height (ft) <br />Spacing (in) oc <br />800S137 800S162 800S200 <br />33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi <br />43 54 68 97 43 54 68 97 118 43 54 68 97 118 <br />8 <br />12 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 <br />16 1.88 3.12 4.32 6.81 2.70 4.84 6.67 10.69 13.81 3.71 6.99 9.60 15.33 19.82 <br />24 1.57 2.87 4.08 6.59 2.33 4.50 6.34 10.37 13.53 3.28 6.57 9.21 14.96 19.45 <br />9 <br />12 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 <br />16 1.71 2.98 4.18 6.68 2.50 4.65 6.48 10.51 13.65 3.47 6.75 9.38 15.11 19.60 <br />24 1.32 2.66 3.88 6.39 2.03 4.22 6.07 10.09 13.29 2.92 6.21 8.88 14.63 19.13 <br />10 <br />12 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 <br />16 1.52 2.83 4.03 6.54 2.27 4.43 6.27 10.29 13.46 3.20 6.47 9.12 14.85 19.35 <br />24 1.04 2.43 3.65 6.18 1.70 3.91 5.75 9.78 13.01 2.53 5.80 8.50 14.25 18.75 <br />12 <br />12 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 <br />16 1.09 2.46 3.67 6.19 1.74 3.93 5.76 9.77 12.99 2.57 5.81 8.49 14.22 18.71 <br />24 0.42 1.90 3.12 5.66 0.94 3.17 5.01 9.02 12.32 1.64 4.85 7.59 13.33 17.82 <br />14 <br />12 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 <br />16 0.59 2.02 3.24 5.76 1.14 3.32 5.14 9.12 12.40 1.83 4.94 7.66 13.41 17.87 <br />24 -1.28 4 2.50 5.04 0.12 4 2.33 4.14 8.08 11.46 0.64 3.69 6.45 12.17 16.61 <br />16 <br />12 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 <br />16 -1.53 4 2.73 5.24 0.49 4 2.63 4.42 8.33 11.65 1.03 3.91 6.52 12.09 16.58 <br />24 -0.61 3 1.81 3 4.31 -1.41 3 3.16 4 6.99 10.41 -2.43 4 5.06 10.53 14.94 <br />If no note, deflection meets L/720 <br />1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 <br />See Table Notes on page 31. <br />Combined Axial and Lateral Loads
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