Foundation DataFoundation Numbers and sizes             Length      Width        Depth                          Page Numbe...
Foundation 10Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.              ...
Shear Reinforcement  Size      Spc        Start    End     Req.    Prov.            (in)        (ft)     (ft)   (in2)   (i...
Foundation #11Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc        Start    End     Req.    Prov.            (in)        (ft)     (ft)   (in2)   (i...
Foundation #12Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc       Start    End    Req.    Prov.            (in)       (ft)    (ft)   (in2)   (in2) ...
Foundation #13Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc       Start    End    Req.    Prov.            (in)       (ft)    (ft)   (in2)   (in2) ...
Foundation #14Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc       Start    End    Req.    Prov.            (in)       (ft)    (ft)   (in2)   (in2) ...
Foundation #15Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc       Start    End    Req.    Prov.            (in)       (ft)    (ft)   (in2)   (in2) ...
Foundation #16Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc       Start    End    Req.    Prov.            (in)       (ft)    (ft)   (in2)   (in2) ...
Foundation #21Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc        Start    End     Req.    Prov.            (in)        (ft)     (ft)   (in2)   (i...
Foundation #26Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc       Start    End     Req.    Prov.            (in)       (ft)     (ft)   (in2)   (in2...
Foundation #27Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc        Start    End     Req.    Prov.            (in)        (ft)     (ft)   (in2)   (i...
Foundation #29Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc       Start    End    Req.    Prov.            (in)       (ft)    (ft)   (in2)   (in2) ...
Foundation #30Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Seg.      Size      Spc    Start    End    Req.    Prov.                      (in)    (ft)    (ft)   ...
Foundation #31Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc        Start    End     Req.    Prov.            (in)        (ft)     (ft)   (in2)   (i...
Foundation #32Longitudinal Reinforcement – Top  Seg.       Size      No.         Start   End    Req.    Prov.             ...
Shear Reinforcement  Size      Spc        Start    End     Req.    Prov.            (in)        (ft)     (ft)   (in2)   (i...
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
Foundation Analysis
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Foundation Analysis

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Foundation Analysis

  1. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. 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

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