Foundation Data

Foundation Numbers and sizes

Number

Length

(ft)

Width

(ft)

Depth

(ft) Area (ft^3)

Page

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.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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