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SNYDER INDUSTRIES INC, <br />TANK RESTRAINT CALCULATIONS -SEISMIC & WIND ANALYSIS <br />PROJECT NAME <br />DESIGN CRITERIA: <br />SNYDER INDUSTRIES INC. <br />DATE 5/18/2011 <br />BY TAM <br />JOB# E10-071 <br />2009 IBC/2006 IBC - Section 1613 & ASCE 7-05 Section 15.4.2 <br />CONTAIN <br />TANK <br />TANK <br />TANK <br />CONTENT <br />PRIMARY <br />TANK <br />TANK <br />TANK <br />TANK <br />CONT. <br />TANK <br />DIAM. <br />HT. <br />WT. <br />SPEC. <br />TANK <br />CAP. <br />DIAM. <br />HT <br />WT. <br />WT. <br />MODEL # <br />(FT) <br />(FT) <br />(LBS) <br />GRAY. <br />MODEL # <br />(GAL) <br />(FT) <br />(FT) <br />(LBS) <br />(LBS) <br />100020ON <br />1.58 <br />2.81. <br />50 <br />1,9 <br />1000101N <br />35 <br />1.502.79 <br />50 <br />555 <br />SEISMIC DESIGN CRITERIA: CODE REFERENCE <br />SEISMIC SHEAR: Veq = .3*Sos"I"W".7 Eq. 15.4-5 (ASCE 7-05) <br />W here: I = 1.50 <br />W = 655 (Weight of Contents + Tank Weights) I VEr <br />Sos = 1.066 <br />Lateral <br />Veq = 0.336 x W <br />JUL 28 2014 <br />ENVIRONMENTAL HEALT- <br />IDEPARTMENT <br />INNER TANK <br />MODEL # <br />TANK CAP <br />(GAL) <br />DIAM[TANKIT7ANKWTI <br />(FT) <br />T (FTLBS) <br />TANK HT <br />Lateral <br />Veq (LBS) <br />Mot (FT- <br />LBS) <br />Mr (FT - <br />(FT - <br />LBS) <br />Mr:Mot <br />35 <br />1.50 <br />2.79 <br />50 <br />220 <br />307 <br />310 <br />1.01 <br />1000101 N <br />NOTES: All tanks listed are stable against overturning for 2009 IBC/2006 IBC seismic forces except where noted. Anchor <br />assemblies are required to restrain the tanks from sliding for 2006 IBC seismic forces. The number of bolts <br />required is computed based on allowable shear value for: <br />3/4" Hilti HIT -RE 500 SD Adhesive Anchor, See Attached Calculation, ICC -ES # ESR -2322 <br />TANK MODEL # Model number for primary tank <br />TANK CAP <br />Capacity of primary tank In gallons <br />TANK DIAM. <br />Tank diameter of containment tank <br />TANK HT <br />Tank height of primary tank <br />TANK WT <br />Weight of primary tank+containment tank <br />Page 2 <br />