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

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www.SSMA.com 31Complies With 2009, 2012 and 2015 IBC Combined Axial and Lateral Loads Table Notes 5 psf Lateral Load (Interior Walls) Wall Height (ft) Spacing (in) oc 350S162 362S137 362S162 362S200 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 1.81 2.56 3.97 5.08 1.49 2.14 3.32 4.37 1.87 2.65 4.15 5.38 2.25 3.28 5.18 6.68 16 1.74 2.48 3.90 5.01 1.42 2.07 3.26 4.30 1.80 2.57 4.08 5.31 2.17 3.20 5.10 6.60 24 1.58 2.32 3.76 4.87 1.29 1.93 3.13 4.17 1.65 2.42 3.94 5.17 2.01 3.03 4.94 6.45 9 12 1.67 2.38 3.65 4.67 1.38 2.01 3.11 4.07 1.74 2.48 3.86 4.99 2.10 3.07 4.79 6.17 16 1.57 2.28 3.56 4.58 1.30 1.92 3.02 3.99 1.64 2.38 3.77 4.90 2.00 2.96 4.69 6.07 24 1.39 2.09 3.39 4.41 1.13 1.74 2.87 3.82 1.46 2.19 3.60 4.72 1.80 2.76 4.49 5.88 10 12 1.51 2.18 3.29 4.23 1.26 1.85 2.85 3.73 1.58 2.29 3.53 4.55 1.93 2.84 4.37 5.61 16 1.40 2.07 3.19 4.12 1.16 1.75 2.75 3.63 1.47 2.17 3.42 4.44 1.81 2.71 4.25 5.49 24 1.19 1.84 2.99 3.92 0.96 1.54 2.57 3.44 1.26 1.95 3.22 4.23 1.57 2.47 4.01 5.27 12 12 1.18 1.75 2.56 3.31 0.99 1.51 2.27 2.97 1.25 1.87 2.79 3.60 1.56 2.32 3.45 4.44 16 1.04 4 1.61 2.44 3.18 0.86 4 1.37 2.15 2.85 1.11 1.72 2.66 3.47 1.40 2.16 3.30 4.30 24 0.79 3 1.34 3 2.21 2.94 0.63 3 1.12 3 1.93 4 2.62 0.86 3 1.44 4 2.42 3.22 1.12 3 1.86 3.03 4.03 14 12 0.86 3 1.33 1.95 2.54 0.72 3 1.15 4 1.75 2.30 0.93 4 1.44 2.14 2.78 1.18 1.81 2.64 3.43 16 0.71 3 1.17 3 1.82 4 2.40 0.59 3 1.00 3 1.62 4 2.16 0.78 3 1.28 4 2.00 2.64 1.01 3 1.63 4 2.48 3.27 24 0.46 2 0.89 3 1.58 3 2.16 3 0.34 2 0.73 2 1.39 3 1.92 3 0.52 2 0.99 3 1.75 3 2.38 4 0.70 3 1.31 3 2.19 3 2.99 16 12 0.59 3 0.96 3 1.48 4 1.95 0.50 3 0.83 3 1.33 3 1.76 4 0.65 3 1.06 3 1.63 4 2.14 0.84 3 1.36 4 2.01 2.66 16 0.45 2 0.80 3 1.35 3 1.81 3 0.36 2 0.68 2 1.20 3 1.63 3 0.51 2 0.90 3 1.49 3 2.00 4 0.67 3 1.18 3 1.86 3 2.50 24 0.21 1 0.54 2 1.12 2 1.57 3 0.12 1 0.42 1 0.97 2 1.39 2 0.25 1 0.62 2 1.25 2 1.74 3 0.38 2 0.86 2 1.58 3 2.21 3 5 psf Lateral Load (Interior Walls) 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 1.61 2.31 3.67 4.98 2.03 2.87 4.62 6.18 2.42 3.55 5.77 7.63 2.39 3.38 5.63 7.45 16 1.55 2.25 3.61 4.91 1.96 2.80 4.55 6.11 2.34 3.48 5.70 7.56 2.34 3.33 5.58 7.41 24 1.42 2.12 3.49 4.78 1.82 2.66 4.42 5.97 2.19 3.32 5.54 7.41 2.24 3.23 5.49 7.32 9 12 1.52 2.20 3.49 4.79 1.91 2.72 4.37 5.85 2.28 3.37 5.43 7.19 2.32 3.31 5.55 7.41 16 1.44 2.12 3.42 4.70 1.82 2.63 4.28 5.76 2.19 3.27 5.33 7.10 2.26 3.24 5.49 7.35 24 1.28 1.95 3.27 4.54 1.65 2.46 4.11 5.59 2.00 3.08 5.14 6.91 2.13 3.12 5.38 7.24 10 12 1.41 2.07 3.28 4.49 1.77 2.56 4.08 5.47 2.13 3.16 5.04 6.70 2.25 3.22 5.41 7.35 16 1.31 1.97 3.19 4.38 1.67 2.45 3.97 5.36 2.01 3.04 4.92 6.58 2.16 3.14 5.34 7.27 24 1.12 1.77 3.00 4.18 1.46 2.23 3.77 5.14 1.79 2.81 4.69 6.34 2.00 2.99 5.19 7.12 12 12 1.16 1.76 2.77 3.75 1.46 2.17 3.41 4.54 1.79 2.69 4.19 5.57 2.05 3.00 5.04 6.87 16 1.03 1.62 2.64 3.61 1.32 2.02 3.27 4.39 1.63 2.53 4.03 5.41 1.93 2.89 4.93 6.76 24 0.80 3 1.36 4 2.40 3.35 1.06 4 1.74 3.01 4.12 1.35 2.22 3.74 5.11 1.71 2.68 4.71 6.54 14 12 0.90 4 1.41 2.22 2.96 1.14 1.75 2.71 3.57 1.43 2.19 3.32 4.39 1.81 2.72 4.54 6.23 16 0.75 3 1.25 4 2.08 2.80 0.98 3 1.58 2.55 3.41 1.25 4 2.00 3.14 4.21 1.66 2.57 4.39 6.07 24 0.49 2 0.96 3 1.81 3 2.52 4 0.70 3 1.26 3 2.27 4 3.10 0.92 3 1.65 4 2.82 3.88 1.37 2.29 4.11 5.78 16 12 0.65 3 1.08 3 1.74 2.30 0.84 3 1.35 4 2.12 2.78 1.07 4 1.71 2.60 3.42 1.53 2.39 3.95 5.45 16 0.50 2 0.91 3 1.59 3 2.14 4 0.68 3 1.17 3 1.96 4 2.61 0.89 3 1.51 4 2.41 3.24 1.35 2.20 3.77 5.26 24 0.23 1 0.61 2 1.32 3 1.86 3 0.39 2 0.85 2 1.67 3 2.31 3 0.56 2 1.16 3 2.09 3 2.91 4 1.02 3 1.87 3.43 4.90 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 1. Allowable axial loads listed in kips (1 kip = 1,000 pounds). 2. Allowable axial loads listed are based on simple one span condition. 3. Allowable axial loads determined in accordance with AISI S100 Section C5 and with the assumption that axial load passes through centroid of the effective section. 4. Allowable axial loads are based on 4'-0" on center bracing. 5. Studs are assumed to be adequately braced at a maximum spacing of L u to develop full allowable moment, Ma. 6. Listed wind pressures represent calculated designed wind pressure (1.0 W based on 2009 or 0.6 W based on 2012 IBC or later ASD load combinations). For deflection calculations, listed wind pressures have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks. 7. End supports have not been checked for web crippling. See web crippling tables on page 51. 8. See page 5 for additional table notes.