1. Foundation Data
Foundation 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 39
All reinforcements used in the foundations are in the following pages. They are broken into sections by
the foundation number, followed by the top, bottom, and shear reinforcement data.

2. Foundation 10
Longitudinal 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 1.55
Longitudinal 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

5. Foundation #11
Longitudinal 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 0.88
Longitudinal 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

6. 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

8. Foundation #12
Longitudinal 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 1
Longitudinal 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

9. 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

10. Foundation #13
Longitudinal 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 0.55
Longitudinal 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

11. 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

13. Foundation #14
Longitudinal 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 0.77
Longitudinal 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

14. 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

16. Foundation #15
Longitudinal 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 0.55
Longitudinal 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

17. 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

19. Foundation #16
Longitudinal 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 1.1
Longitudinal 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

20. 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

22. Foundation #21
Longitudinal 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 1
Longitudinal 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

23. 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

25. Foundation #26
Longitudinal 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 0.55
Longitudinal 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

26. 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

28. Foundation #27
Longitudinal 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 1.55
Longitudinal 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

29. 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

31. Foundation #29
Longitudinal 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 1
Longitudinal 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

32. 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

34. Foundation #30
Longitudinal 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 1.43
Longitudinal 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

35. 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

36. Foundation #31
Longitudinal 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 1.87
Longitudinal 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

37. 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

39. Foundation #32
Longitudinal 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 2.17
Longitudinal 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

40. 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