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200 W MARINE VIEW DR ON TRAC LOGISTICS 2025-09-16
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200 W MARINE VIEW DR ON TRAC LOGISTICS 2025-09-16
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9/16/2025 8:53:18 AM
Creation date
5/30/2025 2:26:43 PM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
200
Tenant Name
ON TRAC LOGISTICS
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SHUTLER CONSULTING ENGINEERS, INC. Job Name : Baywood Industrial <br /> Structural Engineers Job No. : 20-33 <br /> 12503 Bel-Red Road, Suite 100 Engr: : CT <br /> , Bellevue, Washington 98005 Date: : 10-27-2020 <br /> (425) 450-4075 Sheet No.: <br /> Description: Pad Footings Page 2 <br /> FOOTING SHEAR <br /> Footing Thick- d Beam Shear (Kips) Punching Shear (Kips) Bo <br /> Size ness (in.) Vu Phi Vc Vu Phi Vc (in.) <br /> F - 3.00 10.00 5.50 7.70 17.57 26.04 52.71 54.00 <br /> F - 3.50 10.00 5.50 12.16 20.50 39.82 52.71 54.00 ' <br /> F - 4.00 11.00 6.50 16.31 27.69 52,71 66.91 56.00 <br /> F - 4.50 12.00 7.50 21.07 35.94 67.36 82.53 62.00 <br /> F - 5.00 13.00 8.50 26.43 45.26 83.77 99.57 66.00 <br /> F - 5.50 14.00 9.50 32.40 55.64 101.95 118.03 70.00 <br /> F - 6.00 15.00 10.50 38.97 67.09 121.88 137.90 74.00 <br /> F - 6.50 16.00 11.50 46.14 79.60 143.58 159.20 78.00 <br /> F - 7.00 17.00 12.50 53.92 93.18 167.05 181.92 82.00 <br /> F - 7.50 18.00 13.50 62.30 107.82 192.27 206.06 86.00 <br /> F - 8.00 19.00 14.50 71.29 123.53 219.26 231.61 90.00 <br /> F - 8.50 20.00 15.50 80.88 140.30 248.00 258.59 94.00 <br /> F - 9.00 21.00 16.50 91.08 158.14 278.51 286.99 98.00 <br /> F - 9.50 22.00 17.50 101.88 177.04 310.79 316.81 102.00 <br /> F -10.00 23.00 18.50 113.28 197.01 344.82 348.04 106.00 <br /> F -10.50 24.00 19.50 125.29 218.04 380.62 380.70 110.00 <br /> F -11.00 26.00 21.50 134.58 251.85 416.72 450.27 118.00 <br /> F -11.50 27.00 22.50 147.64 275.54 455.99 487.19 122.00 <br /> F -12.00 28.00 23.50 161.31 300.30 497.02 525.53 126.00 <br /> F -12.50 29.00 24.50 175.59 326.12 539.82 565.28 130.00 <br /> y.......... <br /> FOOTING STEEL <br /> Footing Thick- d Design Steel. Minimum Steel As <br /> Size ness (in.) Mu As (Temp steel) Provided <br /> F - 3.00 10.00 5.50 2.47 0.30 0.72 in.^2 0.88 - <br /> F - 3.50 10.00 5.50 3.64 0.53 0.84 in.^2 0.88 <br /> F - 4.00 11.00 6.50 5.03 0.70 1.06 in.^2 1.23 <br /> F - 4.50 12.00 7.50 6.66 0.91 1.30 in.^2 1.33 <br /> F - 5.00 13.00 8.50 8.51 1.14 1.56 in.^2 1.77 <br /> F - 5.50 14.00 9.50 10.59 1.39 1.85 in.^2 2.21 <br /> F - 6.00 15.00 10.50 12.89 1.67 2.16 in.^2 2.21 <br /> F - 6.50 16.00 11.50 15.42 1.98 2.50 in.^2 2.65 <br /> F - 7.00 17.00 12.50 18.18 2.31 2.86 in.^2 3.01 <br /> F - 7.50 18.00 13.50 21.16 2.67 3.24 in.^2 3.53 <br /> F - 8.00 19.00 14.50 24.37 3.06 3.65 in.^2 3.98 <br /> F - 8.50 20.00 15.50 27.80 3.46 4.08 in.^2 4.21 I <br /> F - 9.00 21.00 16.50 31.47 3.90 4.54 in.^2 4.71 1' <br /> F - 9.50 22.00 17.50 35.36 4.36 5.02 in.^2 5.41 s' <br /> F -10.00 23.00 18.50 39.47 4.85 5.52 in.^2 6.01 <br /> F -10.50 24.00 19.50 43.81 5.36 6.05 in.^2 6.28 ':' <br /> F -11.00 26.00 21.50 48.38 5.61 6.86 in.^2 7.07 <br /> F -11.50 27.00 22.50 53.18 6.16 7.45 in.^2 7.82 <br /> F -12.00 28.00 23.50 58.20 6.74 8.06 in.^2 8.64 <br /> F -12.50 29.00 24.50 63.45 7.34 8.70 in.^2 8.95 <br /> If�.. <br />
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