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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.com34 Copyright © 2022 by the SSMA <br />20 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 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 <br />16 0.83 1.50 2.92 4.18 1.17 1.99 3.79 5.31 1.48 2.60 4.82 6.69 1.74 2.77 5.05 6.89 <br />24 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 />9 <br />12 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 <br />16 0.57 4 1.20 2.56 3.77 0.87 1.64 3.34 4.76 1.15 2.19 4.25 6.01 1.50 2.54 4.80 6.67 <br />24 -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 />10 <br />12 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 <br />16 0.31 3 0.89 4 2.18 3.28 0.57 3 1.29 2.87 4.17 0.81 4 1.78 3.66 5.29 1.24 2.28 4.48 6.40 <br />24 -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 />12 <br />12 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 <br />16 -0.32 3 1.42 3 2.27 3 -0.62 3 1.94 3 2.96 4 0.20 3 0.99 3 2.52 4 3.84 0.70 4 1.69 3.72 5.51 <br />24 --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 />14 <br />12 -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 <br />16 --0.79 2 1.42 2 --1.16 2 1.92 3 -0.35 2 1.57 3 2.58 3 0.17 3 1.08 3 2.88 4 4.48 <br />24 --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 />16 <br />12 --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 <br />16 --0.32 1 0.80 2 --0.60 1 1.17 2 --0.87 2 1.65 2 -0.51 3 2.07 3 3.43 3 <br />24 ---0.15 1 ---0.48 1 --0.14 1 0.89 1 --1.19 2 2.48 3 <br />20 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 1.16 1.89 3.36 4.46 0.91 1.53 2.77 3.80 1.23 1.99 3.55 4.76 1.55 2.56 4.49 6.01 <br />16 0.90 1.62 3.11 4.21 0.67 1.28 2.54 3.56 0.98 1.72 3.30 4.50 1.27 2.27 4.20 5.72 <br />24 0.43 3 1.11 4 2.64 3.72 0.24 3 0.81 4 2.11 3.10 0.50 4 1.21 2.82 4.01 0.74 4 1.71 3.65 5.18 <br />9 <br />12 0.90 1.57 2.91 3.92 0.68 1.26 2.43 3.37 0.97 1.68 3.12 4.23 1.25 2.19 3.94 5.34 <br />16 0.60 3 1.26 2.62 3.62 0.41 3 0.97 4 2.16 3.08 0.67 4 1.36 2.82 3.92 0.92 1.85 3.60 5.00 <br />24 -0.69 3 2.08 4 3.06 -0.44 3 1.66 3 2.55 4 0.13 3 0.78 3 2.27 4 3.34 0.32 3 1.21 4 2.97 4.37 <br />10 <br />12 0.64 3 1.25 2.45 3.37 0.46 3 0.99 4 2.07 2.91 0.71 4 1.36 2.67 3.66 0.95 1.82 3.38 4.65 <br />16 0.32 3 0.91 3 2.14 4 3.03 0.16 3 0.66 3 1.77 4 2.59 0.38 3 1.01 3 2.34 3.32 0.59 3 1.43 4 3.00 4.27 <br />24 -0.29 3 1.56 3 2.43 3 --1.22 3 2.01 3 -0.38 3 1.74 3 2.69 4 -0.74 3 2.32 3 3.58 4 <br />12 <br />12 0.18 2 0.67 3 1.62 3 2.33 4 -0.48 3 1.36 3 2.02 4 0.24 2 0.76 3 1.81 3 2.58 4 0.41 3 1.11 3 2.32 4 3.32 <br />16 -0.30 2 1.29 3 1.97 3 -0.13 2 1.04 3 1.67 3 -0.38 2 1.45 3 2.20 3 -0.69 3 1.92 3 2.91 4 <br />24 --0.70 2 1.35 2 --0.48 2 1.06 2 --0.84 2 1.55 2 -1.21 2 2.19 3 <br />14 <br />12 -0.22 2 1.00 2 1.54 3 --0.82 2 1.31 3 -0.29 2 1.14 2 1.73 3 -0.54 2 1.49 3 2.28 3 <br />16 --0.68 2 1.20 2 --0.50 1 0.97 2 --0.79 2 1.36 2 -0.12 2 1.10 2 1.88 3 <br />24 --0.13 1 0.60 1 --0.39 1 --0.21 1 0.73 1 -0.43 1 1.18 2 <br />16 <br />12 --0.57 1 0.98 2 --0.42 1 0.80 2 --0.66 1 1.12 2 -0.12 1 0.91 2 1.53 2 <br />16 --0.26 1 0.66 1 --0.13 1 0.49 1 --0.34 1 0.77 1 --0.54 1 1.15 2 <br />24 ---0.11 1 -------0.19 1 ---0.50 1 <br />20 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 1.42 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 <br />16 1.27 2.02 3.40 4.65 7.20 1.82 2.85 5.10 6.95 10.91 2.25 3.66 6.81 9.36 15.04 <br />24 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 />9 <br />12 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 <br />16 1.10 1.85 3.25 4.50 7.07 1.62 2.66 4.91 6.76 10.72 2.02 3.40 6.48 9.01 14.60 <br />24 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 />10 <br />12 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 <br />16 0.92 1.67 3.08 4.33 6.92 1.40 2.45 4.69 6.55 10.50 1.77 3.11 6.10 8.59 14.06 <br />24 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 />12 <br />12 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 <br />16 0.50 1.24 2.68 3.92 6.54 0.88 1.92 4.11 6.00 9.91 1.22 2.44 5.19 7.58 12.72 <br />24 -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 />14 <br />12 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 <br />16 -0.76 4 2.21 3.42 6.05 0.35 3 1.33 4 3.33 5.10 9.09 0.64 4 1.73 4.18 6.38 11.06 <br />24 -0.01 3 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 />16 <br />12 -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 <br />16 -0.28 3 1.69 3 2.84 4 5.44 -0.75 3 2.52 3 4.08 7.58 0.10 3 1.04 3 3.16 4 5.13 9.25 <br />24 --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 />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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