1414 W Edinger Ave-REV 1 (Columns) - Plan

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PROJECT: JOB NO. POST AREA ALLOWABLE LOAD (KIPS)-UNSUPPORTED HEIGHT IN FT (LOAD TABLE 100%) SIZE IN 2 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2X4 5.25 1.00 2X4 X 5.25 4.58 3.61 2.87 2.32 1.91 1.60 1.35 1.16 1.00 2X4 5.25 1.05 2X4 X 5.25 4.67 3.72 2.98 2.42 2.00 1.67 1.42 1.22 1.05 2X6 8.25 1.66 2X6 X 8.25 10.49 9.66 8.68 7.65 6.67 5.79 5.04 4.40 3.86 3.41 3.03 2.71 2.43 2.19 1.99 1.81 1.66 2X8 10.88 2.18 2X8 X 10.88 14.3 13.9 13.3 12.5 11.7 10.7 9.8 8.8 7.96 7.17 6.46 5.84 5.29 4.81 4.39 4.01 3.68 3X4 8.75 4.57 3.46 2.70 2.15 1.76 3X4 X 8.75 7.78 6.20 4.97 4.04 3.33 2.79 2.36 2.03 1.76 3X6 13.75 7.14 5.42 4.23 3.38 2.76 3X6 X 13.75 17.5 16.1 14.5 12.8 11.1 9.7 8.39 7.33 6.43 5.68 5.05 4.51 4.05 3.66 3.31 3.02 2.76 3X8 18.13 9.35 7.11 5.56 4.45 3.63 3X8 X 18.13 23.9 23.1 22.1 20.9 19.4 17.9 16.3 14.7 13.3 11.9 10.8 9.7 8.82 8.01 7.31 6.68 6.13 4X4 12.25 10.9 8.68 6.96 5.66 4.67 3.90 3.31 2.84 2.46 4X6 19.25 16.8 13.5 10.9 8.85 7.31 6.12 5.19 4.46 3.86 4X6 X 19.25 24.5 22.5 20.3 17.9 15.6 13.5 11.7 10.3 9.01 7.96 7.07 6.31 5.67 5.12 4.64 4.23 3.86 4X8 25.38 21.8 17.6 14.2 11.6 9.6 8.04 6.83 5.86 5.08 4X8 X 25.38 33.5 32.4 30.9 29.2 27.2 25.0 22.8 20.6 18.6 16.7 15.1 13.6 12.3 11.2 10.2 9.4 8.59 6X6 30.25 27.6 26.3 24.8 23.0 20.9 18.8 16.8 15.0 13.3 11.9 10.7 9.59 8.66 7.84 7.13 6.51 5.97 6X8 41.25 37.6 35.9 33.8 31.3 28.5 25.7 22.9 20.4 18.2 16.2 14.6 13.1 11.8 10.7 9.7 8.9 8.1 6X8 X 41.25 39.3 38.5 37.5 36.2 34.7 33.0 31.0 28.9 26.8 24.6 22.6 20.7 18.9 17.4 15.9 14.7 13.5 6X10 52.25 44.4 42.7 40.4 37.7 34.7 31.5 28.3 25.4 22.7 20.3 18.2 16.4 14.8 13.5 12.3 11.2 10.3 6X10 X 52.25 47.2 46.7 46.2 45.5 44.7 43.8 42.8 41.5 40.2 38.6 37.0 35.2 33.3 31.5 29.6 27.8 26.1 8X8 56.25 53.8 52.8 51.5 50.0 48.1 45.9 43.4 40.7 37.9 35.0 32.3 29.6 27.2 25.0 23.0 21.2 19.6 X INDICATES BRACED IN WEAK DIRECTION ALL VALUES BASED ON DOUGLAS FIR-LARCH No . 1 GR A D E Co n s t No . 2 No . 2 No . 2