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KCJ Engineering Inc. <br /> 25431 Cabot,Suite 109 Client: Containment Solutions <br /> Laguna Hills,CA.92653,5526 Project: 1000 Gal. Kombo Tank <br /> Tel(949)380-8186 Date: 8/25/2017 <br /> Fax(949)588-1664 <br /> Type of Bolt: <br /> Power--Bol#+ 112"embed 3114"(see attached manufacture anchor <br /> Calc.) <br /> Number of Bolts Per Side 4 <br /> Allowable Tension From Manufacturer's calc. 1.931 kips <br /> Allowable Shear From Manufacturer's caic. 2.967 kips <br /> Horizontal Spacing Use Tank Width(conservative) 50 in <br /> Actual is Tank Width+4" <br /> Assume Overturning Occurs at Anchor Bolts <br /> Case 1 -Wind Load <br /> TW Net OT Moment from Wind/Spacing 0.85622018 kips <br /> Interaction (VWNfl)W+(TW/Tim 0.0774182 a1 -OK <br /> Case 2-Seismic <br /> TP Net OT Moment from Seismic/Spacing 0.1068 kips <br /> Interaction (FP/V,)m+(TP/T.)m 0.1473816 <1 -OK <br /> Footina Design <br /> General Into: <br /> 1,000 Gal KT.xlsx 3 of 6 <br />