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illl Pool <br />46:6:1=1- engineering <br />POOL ENGINEERING INC. <br />Location: Santa Ana, CA 92706 <br />Job# 14-0070 <br />By: R. Lopez <br />Datez 1/10/2014 <br />LATERAL LOADS (Seismic): <br />Seismic Desien Parameters: <br />le =1 Risk Category Seismic Importance Factor <br />R= 6.5 Response Modification Factor <br />P= 1 Redundancy Factor <br />SDS = 1.472 Short Period Design Spect:ral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) <br />Sm= 1.004 <br />Site Class: D <br />Risk Cat.: 11 <br />SDC = E <br />ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) <br />(ASCE 7-10, Section 11.4.2) <br />(ASCE 7-10, Table 1.5-·1) <br />Seismic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) <br />Base Shear Governing Eauations: <br />T= Ct (hn)*Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) <br />where:(It = 0.02 <br />x = 0.75 <br />hn= 18.5 (ft) Height to Highest Level <br />T= 0.178 (s) <br />TL= 8.00 (s) Long-Period Transition Period (ASCE 7-10, Fig.22-16} <br />Cs= (SDS le)/R Seismic Response Coeffident (ASCE 7-10, Eqn. 12.8-2) <br />= 0.227 <br />4-max = (SDS le)/0- R)Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-31 <br />1.270 <br />(Q_minh = 0.010 Minimum Seismic Response Coefficient {ASCE 7-10, Eqn. 12.8-5) <br />(Q min)2 = O.0441 SOS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) <br />0.044 <br />(Cs min)3 - (0-5 Si le)/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 -supplement 2) <br />0.077 <br />G = O.226508 Seismic Base Shear {ASCE 7-10, Section 12.8-1.1) <br />See next sheet for Lateral Load Distribution Tables <br />1/10/2014 11:29 AM <br />\\peanasvl\Poot\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xisx <br />Page 10 of 13 <br />©Pool Engineering, Inc 2014 <br />r, <br />e= <br />B P ¥ A *li