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  • 1. Foundation DataFoundation Numbers and sizes Length Width Depth Page Number (ft) (ft) (ft) Area (ft^3) 10 137 3 3.5 1438.5 2 11 131 3 2.5 982.5 5 12 88 3 1.5 396 8 13 87 3 1.5 391.5 10 14 85 3 1.5 382.5 13 15 86 3 1.5 387 16 16 83 3 1.5 373.5 19 21 125 3 1.5 562.5 22 26 119 3 1.5 535.5 25 27 233 3 2 1398 28 29 175 3 5 2625 31 30 60 3 5 900 34 31 176 3 5 2640 36 32 177 3 5 2655 39All reinforcements used in the foundations are in the following pages. They are broken into sections bythe foundation number, followed by the top, bottom, and shear reinforcement data.
  • 2. Foundation 10Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #5 5 0 8 1.38 1.55 2 #6 6 8 38 2.51 2.64 3 #5 6 38 58 1.82 1.86 4 #6 10 58 88 4.21 4.4 5 #6 9 88 104 3.88 3.96 6 #6 5 104 128 1.88 2.2 7 #5 5 128 137 0.25 1.55Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #6 10 0 24 4.33 4.4 2 #6 9 24 48 3.73 3.96 3 #6 8 48 72 3.39 3.52 4 #6 14 72 96 5.76 6.16 5 #5 5 96 115 0.69 1.55 6 #4 7 115 137 1.36 1.4
  • 3. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) #5 18 0 4.79 0.38 0.41 #5 18 12.21 18 0.38 0.41 #5 18 18 23 0.38 0.41 23 29 0 0 #5 18 29 34.79 0.38 0.41 #5 18 42.21 45 0.38 0.41 #5 18 45 48 0.38 0.41 #5 18 48 52 0.38 0.41 #5 18 52 54.79 0.38 0.41 #5 18 62.21 67 0.38 0.41 #5 18 67 71 0.38 0.41 71 76 0 0 #5 18 76 80 0.38 0.41 #5 18 80 84.79 0.38 0.41 #5 18 92.21 96 0.38 0.41 #5 18 96 99 0.38 0.41 #5 18 99 100.79 0.38 0.41 108.21 116 0 0 116 124.79 0 0 132.21 137 0 0
  • 4. Foundation #11Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 12 0 5 1.23 1.32 2 #4 16 5 35 3.15 3.2 3 #4 16 35 55 3.15 3.2 4 #4 16 55 85 3.15 3.2 5 #4 16 85 101 3.15 3.2 6 #4 13 101 125 2.55 2.6 7 #3 8 125 131 0.86 0.88Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #7 5 0 20 2.79 3 2 #6 10 20 45 4.35 4.4 3 #7 7 45 70 4.09 4.2 4 #8 5 70 93 3.91 3.95 5 #7 6 93 113 3.12 3.6 6 #6 6 113 131 2.48 2.64
  • 5. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) #4 12 0 2.79 0.36 0.4 #4 12 8.21 13 0.36 0.4 13 19 0 0 19 25 0 0 #4 12 25 32.79 0.36 0.4 #4 12 38.21 43.07 0.36 0.4 #4 12 43.07 45 0.36 0.4 #4 12 45 47.93 0.36 0.4 #4 12 47.93 52.79 0.36 0.4 #4 12 58.21 66 0.36 0.4 #4 12 66 70 0.36 0.4 70 75 0 0 #4 12 75 82.79 0.36 0.4 #4 12 88.21 93 0.36 0.4 #4 12 93 98.79 0.36 0.4 #4 12 104.21 110 0.36 0.4 #4 12 110 114 0.36 0.4 114 118 0 0 #4 12 118 122.79 0.36 0.4 128.21 131 0 0
  • 6. Foundation #12Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #4 5 0 4 0.42 1 2 #5 5 4 34 1.48 1.55 3 #6 5 34 54 2.13 2.2 4 #5 5 54 84 1.49 1.55 5 #4 5 84 88 0.46 1Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #6 6 0 17 2.42 2.64 2 #7 9 17 44 5.11 5.4 3 #7 9 44 73 5.12 5.4 4 #6 6 73 88 2.51 2.64
  • 7. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) #3 6 0 2.28 0.35 0.44 #3 6 5.72 11 0.35 0.44 11 18 0 0 18 25 0 0 #3 3 25 32.28 0.66 0.88 #3 3 35.72 44 0.82 0.88 #3 3 44 52.28 0.82 0.88 #3 3 55.72 63 0.65 0.88 63 70 0 0 70 77 0 0 #3 6 77 82.28 0.35 0.44 #3 6 85.72 88 0.35 0.44
  • 8. Foundation #13Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 3 0.32 0.55 2 #4 7 3 33 1.33 1.4 3 #4 10 33 53 1.9 2 4 #4 7 53 83 1.34 1.4 5 #3 5 83 87 0.3 0.55Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #4 10 0 17 1.87 2 2 #5 15 17 43 4.63 4.65 3 #6 11 43 69 4.65 4.84 4 #5 6 69 87 1.84 1.86
  • 9. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) #3 6 0 1.78 0.35 0.44 #3 6 5.22 10 0.35 0.44 10 17 0 0 17 25 0 0 #3 3 25 31.78 0.5 0.88 #3 3 35.22 43 0.65 0.88 #3 3 43 51.78 0.66 0.88 #3 3 55.22 62 0.49 0.88 62 69 0 0 69 77 0 0 #3 6 77 81.78 0.35 0.44 #3 6 85.22 87 0.35 0.44
  • 10. Foundation #14Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 2 0.07 0.55 2 #4 6 2 32 1.13 1.2 3 #4 7 32 52 1.38 1.4 4 #4 6 52 82 1.11 1.2 5 #3 7 82 85 0.7 0.77Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #4 6 0 16 1.18 1.2 2 #5 11 16 42 3.31 3.41 3 #5 11 42 68 3.32 3.41 4 #4 6 68 85 1.16 1.2
  • 11. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) 4.23 6 0 0 6 15 0 0 15 25 0 0 #3 6 25 30.77 0.35 0.44 #3 6 34.23 37 0.35 0.44 #3 6 37 39.74 0.35 0.44 39.74 42 0 0 42 45.26 0 0 #3 6 45.26 48 0.35 0.44 #3 6 48 50.77 0.35 0.44 #3 6 54.23 60 0.35 0.44 60 69 0 0 69 78 0 0 78 80.77 0 0
  • 12. Foundation #15Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 3 0.15 0.55 2 #3 10 3 33 1.07 1.1 3 #3 13 33 53 1.43 1.43 4 #3 10 53 83 1.09 1.1 5 #3 5 83 86 0.15 0.55Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #4 7 0 17 1.39 1.4 2 #5 11 17 43 3.33 3.41 3 #6 8 43 69 3.33 3.52 4 #5 5 69 86 1.37 1.55
  • 13. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) 0 1.27 0 0 4.73 8 0 0 8 17 0 0 17 26 0 0 #3 6 26 31.27 0.35 0.44 #3 6 34.73 38 0.35 0.44 38 41 0 0 41 45 0 0 #3 6 45 48 0.35 0.44 #3 6 48 51.27 0.35 0.44 #3 6 54.73 60 0.35 0.44 60 69 0 0 69 78 0 0 78 81.27 0 0 84.73 86 0 0
  • 14. Foundation #16Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 1 0.01 0.55 2 #4 8 1 31 1.44 1.6 3 #3 10 31 51 1.03 1.1 4 #4 7 51 81 1.37 1.4 5 #3 10 81 83 1.02 1.1Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 10 0 20 1.05 1.1 2 #4 13 20 43 2.46 2.6 3 #4 13 43 64 2.49 2.6 4 #3 10 64 83 1.02 1.1
  • 15. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) 3.24 5 0 0 5 15 0 0 15 25 0 0 25 29.76 0 0 #3 6 33.24 36 0.35 0.44 36 39 0 0 39 44 0 0 44 47 0 0 #3 6 47 49.76 0.35 0.44 53.24 58 0 0 58 68 0 0 68 78 0 0 78 79.76 0 0
  • 16. Foundation #21Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 2 0.13 0.55 2 #4 7 2 32 1.39 1.4 3 #5 5 32 52 1.43 1.55 4 #4 7 52 82 1.38 1.4 5 #4 5 82 98 0.98 1 6 #5 5 98 122 1.48 1.55 7 #4 5 122 125 0.97 1Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #5 6 0 21 1.8 1.86 2 #6 10 21 42 4.14 4.4 3 #5 12 42 68 3.68 3.72 4 #4 16 68 90 3.17 3.2 5 #5 11 90 108 3.24 3.41 6 #5 5 108 125 1.53 1.55
  • 17. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) 4.23 7 0 0 7 15 0 0 15 24 0 0 #3 6 24 30.77 0.35 0.44 #3 6 34.23 37 0.36 0.44 #3 6 37 39.74 0.35 0.44 39.74 42 0 0 42 45.26 0 0 #3 6 45.26 48 0.35 0.44 #3 6 48 50.77 0.35 0.44 #3 6 54.23 60 0.35 0.44 60 67 0 0 67 75 0 0 #3 6 75 80.77 0.35 0.44 #3 6 84.23 90 0.35 0.44 #3 6 90 96.77 0.35 0.44 #3 6 100.23 106 0.35 0.44 106 112 0 0 112 118 0 0 118 120.77 0 0
  • 18. Foundation #26Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 2 0.09 0.55 2 #4 8 2 20 1.55 1.6 3 #4 8 20 47 1.49 1.6 4 #4 8 47 82 1.54 1.6 5 #3 10 82 117 1.05 1.1 6 #3 5 117 119 0.1 0.55Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 7 0 12 0.67 0.77 2 #3 15 12 34 1.61 1.65 3 #4 17 34 63 3.28 3.4 4 #3 8 63 100 0.79 0.88 5 #3 6 100 119 0.65 0.66
  • 19. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) 3.74 5 0 0 5 9 0 0 9 14 0 0 14 18.26 0 0 21.74 23 0 0 23 31 0 0 31 40 0 0 #3 6 40 45.26 0.35 0.44 #3 6 48.74 54 0.35 0.44 54 67 0 0 67 80.26 0 0 83.74 99 0 0 99 114 0 0 114 115.26 0 0
  • 20. Foundation #27Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #5 5 0 8 1.38 1.55 2 #6 6 8 38 2.51 2.64 3 #5 6 38 58 1.82 1.86 4 #6 10 58 88 4.21 4.4 5 #6 9 88 104 3.88 3.96 6 #6 5 104 128 1.88 2.2 7 #5 5 128 137 0.25 1.55Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #6 10 0 24 4.33 4.4 2 #6 9 24 48 3.73 3.96 3 #6 8 48 72 3.39 3.52 4 #6 14 72 96 5.76 6.16 5 #5 5 96 115 0.69 1.55 6 #4 7 115 137 1.36 1.4
  • 21. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) #5 18 0 4.79 0.38 0.41 #5 18 12.21 18 0.38 0.41 #5 18 18 23 0.38 0.41 23 29 0 0 #5 18 29 34.79 0.38 0.41 #5 18 42.21 45 0.38 0.41 #5 18 45 48 0.38 0.41 #5 18 48 52 0.38 0.41 #5 18 52 54.79 0.38 0.41 #5 18 62.21 67 0.38 0.41 #5 18 67 71 0.38 0.41 71 76 0 0 #5 18 76 80 0.38 0.41 #5 18 80 84.79 0.38 0.41 #5 18 92.21 96 0.38 0.41 #5 18 96 99 0.38 0.41 #5 18 99 100.79 0.38 0.41 108.21 116 0 0 116 124.79 0 0 132.21 137 0 0
  • 22. Foundation #29Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #4 5 0 4 0.42 1 2 #5 5 4 34 1.48 1.55 3 #6 5 34 54 2.13 2.2 4 #5 5 54 84 1.49 1.55 5 #4 5 84 88 0.46 1Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #6 6 0 17 2.42 2.64 2 #7 9 17 44 5.11 5.4 3 #7 9 44 73 5.12 5.4 4 #6 6 73 88 2.51 2.64
  • 23. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) #3 6 0 2.28 0.35 0.44 #3 6 5.72 11 0.35 0.44 11 18 0 0 18 25 0 0 #3 3 25 32.28 0.66 0.88 #3 3 35.72 44 0.82 0.88 #3 3 44 52.28 0.82 0.88 #3 3 55.72 63 0.65 0.88 63 70 0 0 70 77 0 0 #3 6 77 82.28 0.35 0.44 #3 6 85.72 88 0.35 0.44
  • 24. Foundation #30Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 7 0.03 0.55 2 #3 5 7 25 0.32 0.55 3 #4 8 25 52 1.59 1.6 4 #3 13 52 60 1.42 1.43Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 18 0.26 0.55 2 #3 5 18 38 0.15 0.55 3 #4 12 38 60 2.21 2.4
  • 25. Shear Reinforcement Seg. Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) 1 0 2.23 0 0 2 12.77 16 0 0 3 16 20.23 0 0 4 30.77 39 0 0 5 39 47.23 0 0 6 57.77 60 0 0
  • 26. Foundation #31Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 8 0.26 0.55 2 #3 8 8 33 0.87 0.88 3 #3 6 33 43 0.63 0.66 4 #4 6 43 68 1.18 1.2 5 #4 5 68 93 0.92 1 6 #4 9 93 123 1.76 1.8 7 #4 9 123 148 1.78 1.8 8 #3 17 148 168 1.82 1.87 9 #3 17 168 176 1.84 1.87Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #4 5 0 21 0.98 1 2 #5 7 21 38 2.16 2.17 3 #4 10 38 56 2 2 4 #5 6 56 81 1.72 1.86 5 #4 11 81 105 2.2 2.2 6 #5 11 105 136 3.41 3.41 7 #4 5 136 158 0 1 8 #5 10 158 176 2.87 3.1
  • 27. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) 0 2.79 0 0 13.21 20 0 0 20 27.79 0 0 48.21 55 0 0 55 62.79 0 0 73.21 80 0 0 80 87.79 0 0 98.21 107 0 0 107 116.79 0 0 #5 18 116.79 117.79 0.35 0.41 #5 18 128.21 129.21 0.35 0.41 #5 18 129.21 136 0.35 0.41 136 142.79 0 0 153.21 157 0 0 157 161.79 0 0 #5 18 161.79 162.79 0.35 0.41 173.21 176 0 0
  • 28. Foundation #32Longitudinal Reinforcement – Top Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #3 5 0 8 0.22 0.55 2 #4 5 8 33 0.97 1 3 #3 6 33 43 0.61 0.66 4 #4 6 43 68 1.16 1.2 5 #4 5 68 93 0.89 1 6 #5 6 93 123 1.78 1.86 7 #5 6 123 148 1.76 1.86 8 #4 10 148 168 1.99 2 9 #5 7 168 177 2.01 2.17Longitudinal Reinforcement – Bottom Seg. Size No. Start End Req. Prov. (ft) (ft) (in2) (in2) 1 #4 5 0 22 0.91 1 2 #5 7 22 38 2.12 2.17 3 #4 10 38 57 1.98 2 4 #5 6 57 82 1.72 1.86 5 #4 11 82 107 2.19 2.2 6 #5 12 107 137 3.42 3.72 7 #4 5 137 158 0 1 8 #4 16 158 177 3.15 3.2
  • 29. Shear Reinforcement Size Spc Start End Req. Prov. (in) (ft) (ft) (in2) (in2) 0 3.29 0 0 13.71 21 0 0 21 28.29 0 0 48.71 56 0 0 56 63.29 0 0 73.71 81 0 0 81 88.29 0 0 98.71 108 0 0 108 117.29 0 0 #5 18 117.29 118.29 0.35 0.41 #5 18 128.71 130 0.35 0.41 130 137 0 0 137 143.29 0 0 153.71 158 0 0 158 162.29 0 0 #5 18 162.29 163.29 0.35 0.41 173.71 177 0 0