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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 35Complies With 2009, 2012 and 2015 IBC <br />20 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 2.19 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 <br />16 2.09 3.29 4.48 6.97 2.95 5.06 6.89 10.91 14.00 4.00 7.28 9.86 15.57 20.06 <br />24 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 />9 <br />12 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 <br />16 1.97 3.20 4.39 6.88 2.81 4.94 6.76 10.78 13.89 3.84 7.11 9.71 15.43 19.92 <br />24 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 />10 <br />12 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 <br />16 1.84 3.09 4.29 6.78 2.65 4.79 6.62 10.64 13.76 3.65 6.92 9.54 15.26 19.75 <br />24 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 />12 <br />12 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 <br />16 1.54 2.84 4.04 6.54 2.29 4.44 6.27 10.29 13.45 3.22 6.47 9.11 14.83 19.32 <br />24 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 />14 <br />12 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 <br />16 1.19 2.54 3.74 6.25 1.86 4.02 5.84 9.84 13.04 2.67 5.82 8.50 14.27 18.74 <br />24 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 />16 <br />12 1.20 2.53 3.73 6.22 1.86 3.98 5.80 09.77 12.96 2.59 5.55 8.12 13.78 18.35 <br />16 0.80 2.18 3.39 5.89 1.38 3.52 5.32 9.27 12.51 2.05 4.98 7.57 13.20 17.75 <br />24 -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 />25 psf Lateral Load <br />Wall Height (ft) <br />Spacing (in) oc <br />350S162 362S137 362S162 362S200 <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 0.97 1.68 3.17 4.27 0.73 1.34 2.60 3.61 1.04 1.78 3.36 4.57 1.34 2.34 4.27 5.79 <br />16 0.66 4 1.36 2.87 3.96 0.45 4 1.04 2.32 3.33 0.73 1.46 3.05 4.25 1.00 1.99 3.92 5.45 <br />24 0.09 3 0.76 3 2.30 4 3.38 -0.49 3 1.81 4 2.78 0.16 3 0.86 4 2.48 3.66 0.37 3 1.33 3.26 4.79 <br />9 <br />12 0.67 4 1.33 2.69 3.70 0.48 3 1.04 2.23 3.15 0.74 4 1.44 2.89 3.99 1.00 1.93 3.68 5.08 <br />16 0.33 3 0.96 4 2.34 3.34 0.16 3 0.70 3 1.90 4 2.81 0.39 3 1.06 4 2.54 3.62 0.61 3 1.52 3.28 4.68 <br />24 -0.29 3 1.71 3 2.68 4 --1.32 3 2.18 3 -0.39 3 1.89 3 2.94 4 -0.78 3 2.54 4 3.93 <br />10 <br />12 0.39 3 0.99 3 2.21 3.11 0.23 3 0.74 3 1.84 4 2.67 0.46 3 1.09 4 2.42 3.40 0.68 3 1.53 3.10 4.36 <br />16 -0.59 3 1.84 3 2.72 4 -0.37 3 1.49 3 2.29 4 -0.68 3 2.03 3 2.99 0.25 3 1.07 3 2.65 4 3.91 <br />24 --1.17 3 2.02 3 --0.85 2 1.61 3 --1.34 3 2.26 3 -0.27 3 1.86 3 3.11 3 <br />12 <br />12 -0.39 2 1.37 3 2.06 3 -0.21 2 1.12 3 1.75 3 -0.47 3 1.54 3 2.29 3 0.11 2 0.79 3 2.01 3 3.01 4 <br />16 --0.99 2 1.65 3 --0.75 2 1.36 3 --1.13 2 1.86 3 -0.30 2 1.55 3 2.53 3 <br />24 --0.32 1 0.94 2 --0.10 1 0.66 2 --0.43 1 1.11 2 --0.75 2 1.70 2 <br />14 <br />12 --0.76 2 1.28 2 --0.58 2 1.06 2 --0.87 2 1.45 2 -0.22 2 1.20 2 1.97 3 <br />16 --0.39 1 0.89 2 --0.22 1 0.67 1 --0.48 1 1.04 2 --0.75 2 1.51 2 <br />24 ---0.21 1 ------0.32 1 ---0.72 1 <br />16 <br />12 --0.34 1 0.73 1 --0.20 1 0.56 1 --0.41 1 0.86 1 --0.63 1 1.24 2 <br />16 ---0.37 1 ---0.20 1 ---0.47 1 --0.22 1 0.81 1 <br />24 ---------------- <br />25 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 0.89 1.56 2.98 4.24 1.23 2.05 3.85 5.37 1.55 2.67 4.89 6.76 1.79 2.82 5.09 6.93 <br />16 0.61 1.27 2.71 3.94 0.93 1.74 3.55 5.06 1.22 2.32 4.55 6.41 1.54 2.59 4.87 6.72 <br />24 0.10 3 0.72 4 2.19 3.39 0.37 4 1.15 2.98 4.45 0.60 4 1.67 3.89 5.75 1.07 2.14 4.44 6.30 <br />9 <br />12 0.64 1.27 2.63 3.84 0.94 1.72 3.41 4.84 1.23 2.28 4.34 6.10 1.56 2.59 4.86 6.73 <br />16 0.32 3 0.93 4 2.31 3.49 0.59 4 1.35 3.06 4.45 0.84 1.87 3.92 5.68 1.26 2.31 4.58 6.45 <br />24 -0.29 3 1.70 3 2.82 4 -0.66 3 2.39 4 3.73 0.14 3 1.12 4 3.16 4.89 0.69 1.76 4.04 5.91 <br />10 <br />12 0.39 3 0.97 4 2.26 3.36 0.65 4 1.38 2.95 4.26 0.90 1.87 3.75 5.39 1.32 2.34 4.55 6.47 <br />16 -0.59 3 1.89 4 2.95 0.26 3 0.96 4 2.54 3.82 0.47 3 1.41 4 3.29 4.91 0.96 2.00 4.21 6.13 <br />24 --1.22 3 2.21 3 -0.20 3 1.81 3 3.01 4 -0.58 3 2.45 3 4.03 4 0.29 4 1.35 3.56 5.46 <br />12 <br />12 -0.41 3 1.51 3 2.37 4 0.13 3 0.72 3 2.03 3 3.06 4 0.30 3 1.10 3 2.62 4 3.95 0.79 1.78 3.82 5.61 <br />16 --1.09 3 1.91 3 -0.25 2 1.58 3 2.56 3 -0.58 3 2.11 3 3.41 4 0.34 3 1.33 3.36 5.13 <br />24 --0.37 2 1.11 2 --0.78 2 1.70 2 --1.20 2 2.45 3 -0.50 3 2.51 4 4.24 <br />14 <br />12 --0.87 2 1.52 3 -0.18 2 1.26 3 2.02 3 -0.46 2 1.67 3 2.69 3 0.28 3 1.19 4 2.99 4.60 <br />16 --0.46 1 1.06 2 --0.81 2 1.54 2 --1.16 2 2.15 3 -0.66 3 2.45 3 4.02 4 <br />24 ---0.28 1 ---0.70 1 --0.28 1 1.23 2 --1.49 3 2.98 3 <br />16 <br />12 --0.40 1 0.89 2 --0.68 2 1.27 2 --0.97 2 1.76 2 -0.63 3 2.19 3 3.56 4 <br />16 ---0.46 1 --0.25 1 0.81 1 --0.49 1 1.26 2 --1.61 3 2.94 3 <br />24 -----------0.39 1 --0.60 2 1.84 2 <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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