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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.com40 Copyright © 2022 by the SSMA <br />40 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 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 />16 1.67 2.95 4.16 6.66 2.45 4.62 6.45 10.48 13.62 3.42 6.71 9.34 15.08 19.58 <br />24 1.26 2.62 3.84 6.36 1.97 4.17 6.02 10.05 13.25 2.85 6.15 8.83 14.59 19.09 <br />9 <br />12 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 />16 1.45 2.77 3.98 6.49 2.19 4.37 6.20 10.23 13.41 3.11 6.39 9.05 14.79 19.29 <br />24 0.94 2.35 3.57 6.11 1.57 3.80 5.65 9.69 12.93 2.39 5.67 8.39 14.16 18.66 <br />10 <br />12 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 />16 1.20 2.56 3.78 6.30 1.89 4.08 5.92 9.95 13.16 2.75 6.02 8.70 14.45 18.95 <br />24 0.58 2.04 3.28 5.82 1.14 3.39 5.24 9.27 12.56 1.88 5.14 7.89 13.66 18.16 <br />12 <br />12 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 />16 0.64 2.08 3.30 5.84 1.21 3.42 5.26 9.27 12.55 1.94 5.16 7.89 13.63 18.11 <br />24 -1.35 2.59 5.14 0.18 2.44 4.29 8.28 11.66 0.74 3.92 6.72 12.46 16.94 <br />14 <br />12 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 -1.52 2.74 5.27 0.45 4 2.65 4.47 8.42 11.77 1.03 4.10 6.85 12.58 17.02 <br />24 -0.57 3 1.80 4 4.34 -1.39 3 3.18 7.09 10.55 -2.52 4 5.31 10.99 15.40 <br />16 <br />12 -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 />16 -0.91 3 2.11 4 4.62 -1.81 3 3.57 7.43 10.82 -2.91 4 5.53 11.04 15.48 <br />24 --0.94 3 3.43 3 -0.29 3 2.00 3 5.74 4 9.24 -1.09 3 3.71 3 9.07 13.40 <br />50 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 -0.76 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 />16 -0.21 3 1.78 3 2.83 4 --1.33 3 2.27 4 -0.31 3 1.96 3 3.10 4 -0.72 3 2.65 4 4.18 <br />24 --0.83 2 1.84 3 --0.46 2 1.33 3 --0.99 3 2.08 3 --1.54 3 3.06 3 <br />9 <br />12 -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 />16 --1.14 3 2.07 3 --0.78 2 1.61 3 --1.31 3 2.32 3 -0.11 3 1.86 3 3.25 3 <br />24 --0.14 2 1.00 2 ---0.60 2 --0.27 2 1.21 2 --0.67 2 2.02 3 <br />10 <br />12 --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 />16 --0.58 2 1.39 2 --0.29 2 1.01 2 --0.72 2 1.61 3 --1.15 2 2.38 3 <br />24 ---0.29 1 -------0.45 2 ---1.10 2 <br />12 <br />12 --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 />16 ---0.32 1 -------0.46 1 ---0.98 2 <br />24 ---------------- <br />14 <br />12 ---0.21 1 -------0.32 1 ---0.72 1 <br />16 ---------------- <br />24 ---------------- <br />16 <br />12 ---------------- <br />16 ---------------- <br />24 ---------------- <br />40 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 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 />16 0.68 1.44 2.90 4.16 6.78 1.12 2.20 4.48 6.35 10.32 1.52 2.88 6.03 8.63 14.30 <br />24 0.11 0.88 2.41 3.68 6.36 0.45 1.58 3.89 5.77 9.74 0.81 2.13 5.27 7.92 13.58 <br />9 <br />12 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 />16 0.37 1.13 2.62 3.88 6.53 0.75 1.85 4.13 6.00 9.96 1.12 2.43 5.49 8.08 13.65 <br />24 -0.43 2.01 3.27 6.00 -1.07 3.38 5.25 9.22 0.27 1.51 4.55 7.18 12.73 <br />10 <br />12 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 />16 -0.78 2.31 3.56 6.24 0.36 1.46 3.73 5.59 9.53 0.69 1.94 4.90 7.45 12.89 <br />24 --1.57 4 2.82 5.58 -0.54 4 2.82 4.68 8.61 -0.86 3.78 6.37 11.76 <br />12 <br />12 -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 />16 --1.60 4 2.82 5.54 -0.61 3 2.78 4 4.63 8.48 -0.92 4 3.60 6.01 11.05 <br />24 --0.63 3 1.82 3 4.60 4 --1.59 3 3.39 3 7.17 --2.19 3 4.60 4 9.52 <br />14 <br />12 --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 --0.84 3 2.00 3 4.70 4 --1.74 3 3.41 3 7.17 --2.30 3 4.48 4 8.96 <br />24 ---0.77 2 3.49 3 --0.38 2 1.95 3 5.51 3 --0.71 2 2.85 3 7.15 3 <br />16 <br />12 --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 />16 --0.10 2 1.16 2 3.76 3 --0.78 2 2.21 3 5.42 3 --1.14 2 3.04 3 6.89 3 <br />24 ----2.34 2 ---0.67 2 3.64 2 ---1.32 2 4.94 3 <br />Combined Axial and Lateral Loads <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.
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