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Lodi Honda See Attachment "C" 1700 S. Cherokee Lane, Lodi, CA 95240 Tank Information (Normal Operation • Short -• Wt tank full= 2731Ift lbs 1.37 ftWt tank empty= 654 lbs FoT wt a^N - Wt Liquid= 2077 Ibs 3.210 ft �� + Htank= 3.4400 ft 1.37 ft_ 3.440 ft Governing Wtank= 2.750 _ 1.730 ftw4,w�-, Hllquld 3.2100 ft hOTM= 1.7300 ft Arm,= 1.370 ft F _ Armk= 1.370 ft FP - 4 Tank Length (long)= 4.5 00 ft 2.75 ft Tank Width (short)= 2.750 ft FAnchor Pull Out= 0 lbs 1. Calculate Overturning & Resisting Mornents 3/8"Trubolt Wedge Anchor(2-(i/8"min embedment) MOT = FOT(hOTee)= 1.730 XI=oT NR=Wt,ankempty xArm,+Wtuqud x Armr+ Fan0 ,x ArmA= 654 x 1.370+2,077 x 1.370 + 0 x 2.750= 3,741 2. Set Mr,T = Mrz ft-Ibs 1.730 FOT = 3,741 FOT= 3,741 / 1.730 = 2,162 lbs 3. Calculate Seismic Design Force Fp= ((0.4(ap)(Sos)(Ip)(Wp))((Rp/Ip)) x (1+2(z1h)) Seismic Design Force (ASCE 7-16, 13.3-1) where: ap = 1.0 WP= 2731 SIDS = 0.535 Rip = 1.50 Ip= 1.5 1+2(z/h) = 1.0 when z is at or below the Fp (min) = 0.30 x SDS x W base result is 1.0 (tank full)X Ip Minimum Seismic Design Force (ASCE 7-16 13.3-3) Fp (min)= 0.30 x 0.535 x 2,731 x 1.50 = 657 lbs Fp (max) = 1.6 X SIDS X W(tank full)X 1p Maximum :ieismic Design Force (ASCE 7-16 13.3-2) Fp (max)= 1.6 x 0.535 x 2,731 x 1.50 = 3507 lbs Fp = ((0.4 x 1.0 x 0.535 x 1.5 x 2,731) / (1.5 / 1.5)) x (1.0) = 877 Ibs 4. CalcuGoverning Seismic Design Force (Fp) =EIIbs late Safetv Factor . SF = Fet / Fp = 2,162 / 877 2.47 > .5 OK - Tank is Stable 5. Calculate Resistance to Sliding V < W tan 300 = 2,731 x tan 30' ::: 1577 > Design Force of 877 Tank does not lid QtZOFEss/o FR N / _ / Seismic/Anchoring Findings: The tank as designec and operated, and 7 the containment area in which it is located proved to be seismically sound. I 6/�_ -I * EXP.- 0/23Z * ��q CIVI.I, ��?